|
e
<br />GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORIDA BUILDING CODE
<br />SOIL TERMITE TREATMENT:
<br />6TH EDITION AND THE 2011 FLORIDA BUILDING CODE -RESIDENTIAL 6TH EDITION,
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />ARKAY ENGINEERING, INC,: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />OF THIS STRUCTURE.
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
<br />PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE
<br />FOLLOWING SUPERIMPOSED LOADS:
<br />SLAB:
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />LIVE LOAD - 50 P.S,F,
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEAD LOAD - 10 P.S.F.
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,"
<br />ROOF:
<br />F A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
<br />ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
<br />DEAD LOAD (TRUSS TOP CHORD) - 10 P.9,F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
<br />DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S,F,
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S,F,
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
<br />WIND:
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2011 FLORIDA
<br />$gGKFILLING t COMPACTION ARE COMPLETE
<br />BUILDING CODE, RESIDENTIAL 6TH ADDITION - SECTION R301.2,1,1, AND 2011 FLORIDA BUILDING
<br />GORE 6TH ADDITION SECTION 1609
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />(INCLUDING ANY BOXED OR FORMED AREAS) -
<br />COMPONENT t CLADDING WIND LOADS
<br />WIND DESIGN ASSUMPTIONS:
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />BUILDING EXPOSURE - B
<br />BUILDING
<br />ROOF OVERHANG
<br />ALL OTHER
<br />WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
<br />BUILDING RISK CATEGORY - II
<br />ZONE
<br />LOADS
<br />COMPONENT
<br />ADEQUATE SIZE t DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />LOADS
<br />INITIAL TREATMENT,
<br />HEIGHT t EXPOSURE ADJUSTMENT
<br />COEFFICIENT - IA
<br />1
<br />N/A
<br />+32,3/-35,3
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />ENCLOSED BUILDING
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />INTERNAL PRESSURE COEFFICIENT = +/- 0,18
<br />2
<br />-65,1
<br />+32,3/-56,2
<br />SHALL BE REQUIRED
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNER OF THIS SHEET
<br />3
<br />-110,6
<br />+32,3/-8S.0
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR
<br />4
<br />N/A
<br />+353/-38,2
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />TYPE V CONSTRUCTION PER FBC 602,5
<br />5
<br />N/A
<br />+35.3/-41,2
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />SOIL BEARING d COMPACTION:
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION), ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
<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 />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />ON THE SITE IS PROPERLY PREPARED t COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
<br />BUILDING SIDEWALLS
<br />FOUNDATION LOADING.
<br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />ARKAY ENGINEERING, INC,: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />AND WITHIN 12 INCHES OF THE BUILDING, THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<br />NOR PERFORMING ANY SOIL TESTING,
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
<br />ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<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 />THE BUILDING LOADS.
<br />FOR FUTURE TERMITE INFESTATIONS
<br />FOUNDATIONS 4 SLAB -ON -GRADE:
<br />TRUSSES:
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA,
<br />IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC, IS
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING,
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
<br />INTENT PRIOR TO COMMENCEMENT OF THE PROJECT.
<br />COMPACTED AND TERMITE POISONED SOIL.
<br />EXTERIOR WINDOWS DOOR ASSEMBLIES:
<br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 2,500 P.S.L
<br />ALL EXTERIOR WINDOW t 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 />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR 05 REBAR, 30" FOR "6 REBAR t 35" FOR 01 REBAR,
<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 />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
<br />INSTALL ALL WINDOW t DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />FINAL SITE GRADING), THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />TO ACHEIvE THE DESIGN PRESSURES SPECIFIED.
<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 />ELECTRICAL, PLUMBING d MECHANICAL:
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />IN ACCORDANCE WITH CHAPTER 411,003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
<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 />MASONRY WALLS:
<br />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 />EXTERIOR
<br />CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-SO
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />AND SHALL HAVE A MINIMUM F'M OF 1,500 P.S.I.
<br />"AFI" CIRCUIT,
<br />MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S.
<br />SAFETY GLAZING:
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />FOR "5 REBAR, 30" FOR Oro REBAR t 35" FOR 01 REBAR,
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />ASSEMBLIES,
<br />OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019).
<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 INCHES ABOVE THE DRAIN INLET.
<br />PROVIDE CLEAN -OUT OPENINGS (12 SQ, IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT,
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />N
<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 />TIMBER MATERIALS:
<br />FINISHED FLOOR OR WALKING SURFACE.
<br />IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />"USP" OR "SIMPSON" CONNECTORS SHOWN.
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
<br />MATERIALS
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S SQ, FT,
<br />INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
<br />B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR,
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
<br />MAXIMUM 24 OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
<br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
<br />GARAGE TO HAVE MINIMUM R-11 INSULATION
<br />PLANE OF THE GLAZING.
<br />GARAGE:
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R305 FOR ADDITIONAL AREAS
<br />CHAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING,
<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 />DRAFTSTOPPING:
<br />WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN, 1/2" GYPSUM 50ARD
<br />APPLIED TO THE GARAGE SIDE. THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED
<br />I
<br />N SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
<br />FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING
<br />TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL
<br />SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR
<br />HABITABLE ROOMS ABOVE WITH MIN, 5/8" 'TYPE-X' GYPSUM BOARD IN COMPLIANCE WITH THE
<br />MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ, FT,
<br />FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R305
<br />PRODUCT CATEGORY
<br />APPROVED PRODUCT LIST
<br />SUB CATEGORY MANUFACTURER
<br />STATE OF FL.
<br />APPROVAL "
<br />STRUCTURAL COMPONET
<br />LCE4
<br />SIMPSON
<br />FL 10446
<br />STRUCTURAL COMPONET
<br />A5U66, A15U44
<br />SIMPSON
<br />FL 10860
<br />AC4, AC6
<br />STRUCTURAL COMPONET
<br />HIO
<br />SIMPSON
<br />FL 10456
<br />STRUCTURAL COMPONET
<br />HETA20
<br />SIMPSON
<br />FL 11413
<br />STRUCTURAL COMPONET
<br />MBHA HANGERS
<br />SIMPSON
<br />FL 10852
<br />STRUCTURAL COMPONET
<br />LINTEL HEADER
<br />CAST CRETE CORP
<br />FL 158,1
<br />ROOFING
<br />ASPHALT
<br />GAF SINGLES ALL
<br />FL 10124.1
<br />ROOFING
<br />UNDERLAYMENT
<br />GAF
<br />FL 10626,1
<br />SINGLE HUNG
<br />WINDOWS
<br />NON IMPACT
<br />PLYGEM 1500
<br />FL 16103,1
<br />SOFFIT t FASCIA TRIM
<br />SOFFIT AMERICAN CONSTRUCTION METALS
<br />FL 12019,1
<br />EXTERIOR DOORS
<br />SWINGING
<br />PLAST PRO
<br />FL 11341,1
<br />EXTERIOR DOORS
<br />GARAGE 91211 TO 1612"
<br />CLOPNY
<br />FL 5684,3
<br />WALL SIDING
<br />EXTERIOR
<br />HARDI BOARD
<br />FL 13IS2.1
<br />LAP SIDING
<br />LCLIENTNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />E DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />UT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />DELAY TO THE CONSTRUCTION
<br />ATTACH MINIMUM 3/411 P.T, BUCK STRIP
<br />THAT IS THE MINIMUM WIDTH OF YOUR
<br />WINDOW FRAME USING ,OS1 X 1 3/811
<br />T- NAILS MAXIMUM 10" OC
<br />CAULKED WINDOW PEF
<br />WINDOW MANUFACTURE
<br />RECOMMENDATIONS T
<br />LOAD AND COMPRES
<br />FOR YOUR JOB LOCA
<br />1/2" CDX OR 1/16" 085 ROOF SHEATHING
<br />NAILED PER ROOF SHEETING DETAIL WITH _
<br />8D NAILS, USE STEEL PLYCLIPS ,APPROVED
<br />UNDERLAYMENT WITH SHINGLES,
<br />SEE ROOF TRUSS PLAN
<br />2X4 OR 2X6 WOOD SUB WITH
<br />ALUMINUM SOFFIT AND FASCI,
<br />TRIM
<br />SEE LINTEL CHART
<br />VINYL FRAME SH WINDOWS
<br />MASONRY S
<br />GRADE 6"1
<br />GROUND WIRE TO
<br />FOOTING REBAR
<br />IX4 "2 PINE ATTACHi
<br />CORD OF TRUSS WIT
<br />INSTALL VINYL UNVE
<br />CEILING
<br />SECURING WINDOW TO BUCK STRIPS PER
<br />YOUR MANUFACTURES INSTRUCTION TO MEET
<br />WIND LOAD AND COMPRESSION RATINGS FOR
<br />YOUR JOB LOCATION. ALL ANCHOR SCREWS
<br />MUST PENETRATE BLOCK WALL A MINIMUM OF
<br />1 1/4" AND THERE SHALL BE A MAXIMUM 1/4"
<br />AND WINDOW FRAME
<br />BLOCK WINDOW ATTACHMENT DETAIL
<br />NOT TO SCALE
<br />1211
<br />ENGINEERED ROOF
<br />TRUSSES 24" OC
<br />R-30 INSULATION
<br />IN ALL ATTIC AREAS
<br />1/2" CEILING TYPE
<br />GYPSUM BOARD
<br />SINGLE BOND BEAM WITH (1) •5
<br />REBAR CONTINUOUS TIED TO ALL
<br />VERTICAL RODS
<br />3/4" P.T. FURING WITH 3/4" TUFF R (R4,5)
<br />INSULATION BOARD AND 1/2" GYPSUM
<br />TYPICAL 411 CONCRETE SLAB WITH WIRE MESH
<br />OR FIBER MESH AND 6 MILL VISQUEEN OVER
<br />CLEAN COMPACT TERMITE TREATED SOIL
<br />105 VERTICAL RODS FROM
<br />OLI o'FOOTINGS TO BOND BEAM
<br />WITH 25" LAP MINIMUM
<br />.1' 16" X 12" FOOTINGS WITH
<br />12 (2) 05 REBAR ON CHAIRS
<br />BOTTOM OF FOUNDATION
<br />MINIMUM 12" BELOW GRADE
<br />SI O'I BLOCK WALL DETAIL
<br />NOT TO SCALE
<br />RU55ES
<br />SIMPSON HIO, FILL NAIL
<br />HOLES WITH 10DX 1 1/2" NAILS
<br />FLOOR PLAN
<br />PSON LCE4 AT CORNER POST
<br />AC6 AT ALL INTERMEDIATE
<br />5T TO BEAM CONNECTIONS, FILL
<br />L HOLES WITH IODXI 1/2" NAILS
<br />6 X 6 P,T, WOOD POST
<br />SIMPSON ABU66 WITH 3/4"X5" EXPANSION
<br />BOLT IN SLAB AND FILL NAIL HOLES WITH
<br />IODXI 1/2" NAILS
<br />PORCH SLAB
<br />[, 411 GRADE
<br />H 1211
<br />1611X12" MONO FOOTING WITH O O
<br />2 •5 REBAR ON CHAIRS
<br />1211
<br />REAR PORCH POST 4 5EAM DETAIL
<br />NOT TO SCALE
<br />GARAGE DOOR TO BE REINFORCED
<br />TO MEET WIND LOAD AND COMPRESSION
<br />RATINGS FOR YOUR JOB LOCATION. CEILING RAFTER
<br />I� ALL TRACK AND HARDWARE SECURED
<br />PER MANUFACTURE SPECIFICATIONS TO
<br />MEET WIND LOAD AND COMPRESSION
<br />RATINGS FOR YOUR JOB LOCATION
<br />MINIMUM 2X6 P.T, SIDE PLATE ATTACHED
<br />TO BLOCK WALL USING 1/2"X8" ANCHOR
<br />BOLTS OR 5/8"Xl" EXPANSION BOLTS
<br />4 EACH SIDE. ATTACH TOP 2X6 WITH
<br />2 3/8" T NAILS 16" OC
<br />GARAGE DOOR ATTACHMENT DETAIL
<br />NOT TO SCALE
<br />IX4 02 PINE ATTACHED TO BOTTOM
<br />CORD OF TRUSS WITH (2) IOD NAILS.
<br />INSTALL VINYL UNVENTED SOFFIT AS
<br />CEILING
<br />SECURE BEAM TO TOP OF 4X4 POST WITH
<br />(1) SIMPSON AC4 POST CAP AND FILL ALL
<br />NAIL HOLES WITH IODXI 1/2" NAILS, SECURE
<br />POST TO BLOCK BASE WITH SIMPSON A51.144
<br />POST BASE WITH 5/8"X6" EXPANSION BOLT
<br />AND FILL NAIL HOLES WITH IODXI 1/2" NAILS
<br />iv
<br />SEE ROOF TRUSS PLAN FOR
<br />TRUSS TO BEAM CONNECTION
<br />SEE FLOOR PLAN
<br />FRAME AROUND POST WITH 2X4 P.T.
<br />FRAMING AND COVER WITH HARDI
<br />TEXTURE SHEET SIDING
<br />16"X16" BLOCK BASE 30" ABOVE PORCH
<br />HIGH FLOOR WITH (4) •5 VERTICAL REBAR
<br />FROM PAD BELOW, POUR ALL CELLS OF
<br />COLUMN WITH 2500 PSI CONCRETE
<br />O
<br />BOTTOM OF FOUNDATION 24"X24"XI2" CONCRETE PAD WITH (3)
<br />MINIMUM 12" BELOW GRADE 21011 05 REBAR EACH WAY, CENTER PAD
<br />ON COLUMN LOCATION
<br />FRONT PORCH COLUMN < BEAM DETAIL
<br />NOT TO SCALE
<br />rJ' -Ou
<br />51-0u
<br />ROOF EDGE
<br />O
<br />tll
<br />O
<br />tQ
<br />GABLE END
<br />1 I 1 I
<br />5 -o PARTIAL ROOF PLAN ' -0
<br />ZONE Oj ad RING SHANK NAILS AT 6" O,C, AT EDGES
<br />ad RING SHANK NAILS AT 6" O.C. INTERMEDIATE
<br />ZONES 2O 3� ad RINGSHANK 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 />ATTACH MINIMUM 3/4" P.T, BUCK
<br />STRIP THAT IS THE MINIMUM WIDTH
<br />OF DOOR FRAME USING ,091XI 3/8"
<br />T- NAILS MAXIMUM 10" OC,
<br />CAULK DOOR FRAME
<br />MANUFACTURES RECC
<br />NOT TO SCALE
<br />SECURING PREHUNG TO BUCK STRIPS
<br />PER YOUR MANUFACTURES INSTRUCTIONS
<br />TO MEET WIND LOADS AND COMPRESSIONS
<br />RATINGS FOR YOUR JOB LOCATION, ALL
<br />ANCHOR SCREWS MUST PENETRATE BLOCK
<br />WALL A MINIMUM OF 1 1/4" AND THERE SHALL
<br />BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
<br />AND DOOR JAMB
<br />BLOCK DOOR ATTACHMENT DETAIL
<br />NOT TO SCALE
<br />ARKAY ENGINEERING INC.
<br />STRUCTURAL ENGINEERS `
<br />RICHARD L. KID Y P.
<br />FLORIDA LICEN E NUMBER 31236
<br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
<br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
<br />FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10
<br />FOR 13S MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE
<br />2011 BUILDING CODE RESIDENTIAL 6TH EDITION
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