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GENERAL
<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. (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) - 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 />II EDITION SECTION 1609
<br />COMPONENT t 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 t EXPOSURE ADJUSTMENT
<br />COEFFICIENT • LO
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT • +/- OAD
<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 />NOTES:
<br />T.L. HANSON: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITWOUT 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 t 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 DA-
<br />COMPRESSIVE STRENGTH OF 2,500
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND 'DENT TIED 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 t 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 WITW ASTM C-SO
<br />AND SHALL HAVE A MINIMUM F'M OF 1,500 P,S,I.
<br />MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE E;T"ER TYPE M OR S.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />SOIL BEARING COMPACTION: 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 />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 GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />ON THE SITE IS PROPERLY PREPARED t COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. OF 3/8", PLACED AT AN 8 TO II INCH SLUMP AND HAVE A M'N""UM 28 DAY COMPRESSIVE STRENGTH
<br />FOUNDATION LOADING, OF 2,500 P.S,I, (WHEN TESTED PER ASTM C-101S).
<br />PROVIDE CLEAN -OUT OPENINGS (12 SQ. IN.) IN CELLS CON-AINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT,
<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/-813,0
<br />4
<br />N/A
<br />+35,3/-38.2
<br />5
<br />N/A
<br />+35.3/-41.2
<br />APPROVED PRODUCT LIST
<br />STATE OF FL.
<br />PRODUCT CATEGORY
<br />SUB CATEGORY
<br />MANUFACTURER
<br />APPROVAL "
<br />STRUCTURAL COMPONET
<br />ABWZ44
<br />SIMPSON
<br />FL 10860
<br />STRUCTURAL COMPONET
<br />H3
<br />SIMPSON
<br />FL 10446
<br />STRUCTURAL COMPONET
<br />U26
<br />SIMPSON
<br />FL 10655
<br />STRUCTURAL COMPONET
<br />LSTAS
<br />SIMPSON
<br />FL 10852
<br />2X4 PT TOP RAILING 36" ABOVE LANDING
<br />WITH 2X2 PT BALUSTERS SPACED 3 3/4"
<br />APART
<br />2X4 PT SIDE RAIL BELOW 2X4 PT TOP RAIL -
<br />2X4 PT TOP STAIR RAILING 36" ABOVE
<br />TREADS WITH 2X2 PT BALUSTERS SPACED
<br />3 3/4" APART
<br />ADD 1 1/2" GRAB RAIL TO INSIDE OF
<br />2X4 PT SIDE RAIL FOR GRASPING
<br />EXISTING STAIRS TO REMAIN
<br />4X4 PT POST SECURED TO FACE OF
<br />CONCRETE STAIRS WITH (2) 114"Xro"
<br />MASONRY SCREW WITH WASHERS
<br />12"X8"X8" DEEP FOOTING WITH (2)
<br />05 REBAR ON CHAIRS AT THIS
<br />WALL EDGE
<br />THE CLIENT UNDERSTAND-S THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARM'T_ESS, 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 />STRAP ALL EXISTING ROOF RAFTERS TO
<br />BEAMS WITH SIMPSON H3 CLIPS, FILL ALL
<br />NAIL HOLES WITH IODxI 1/2" NAILS
<br />0
<br />0
<br />N
<br />HOUSE FINISH FLOOR 23 3/4" ABOVE
<br />GRADE AT THIS SIDE 0= HOUSE z
<br />dX
<br />ilI
<br />EXISTING SOUTH
<br />END OF HOME
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<br />II
<br />II
<br />(2) 4X4 PT POST EMBED IN
<br />16"X20"X36" DEEP CONCRETE,
<br />SEE CUT SECTION DETAIL
<br />0 Q)
<br />I I 0
<br />FOUNDATION FLAN 1/411 = 11 oil
<br />— —
<br />I
<br />I
<br />1
<br />4X4 F=T BEAM AT TO= -O
<br />MATCH EXISTING BEA-5
<br />I
<br />=LACE AS NEEDED
<br />j
<br />4X4 0- =CST A- EACH LCCA-'Cti. SECURE
<br />AT BC--C" L'" SIMPSON AB444Z =CST
<br />% BASE L ' - 5.8 X4 EXPANS 01, BC_' AND
<br />SECURE -0 BEAM AT TOP S ^1PSON
<br />LS-A9 STRA= A- EACH SIDE .:tiD LL ALL
<br />NA,_ --C_=_S - '-I IODXI 1/2" tiA _S
<br />FILL INS DE L'" C_E4 N COMPAC- SC AND
<br />FOR- A,D =C.:R 4 CCNCRETE CA= 'OP
<br />OF L'A_ AND - __ A__ CELLS OF _A__ SOLID
<br />WIT" CC\CRE-_. \C-ERMITE TREA—EN- CR
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<br />1 71
<br />— —
<br />— — — — — — — — — — — — — — —
<br />— —
<br />— —
<br />`S-Ar B-CC< _A_L AT ALL =C. _R S -.ES
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<br />4 • 4 • 4 • • 4 ° 4 • 4 •
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<br />+-C•,SE = N'5-+ _^OR. PLACE @5 / -TK SAL
<br />REBAR AT LOCATIONS SHOWN C` =0-1,7,ATION
<br />O PLAT --AT W'LL EXTEND IN CC�CRE_-=_ SLAB
<br />— 2" FRC- TOP OF SLAB
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<br />° 4 ° 4 ° 4 ° 4 ° 4 ° 4
<br />16"XS"X8" DEEP FOOTING WITH (2:
<br />j' Q11
<br />05 REBAR ON CHAIRS TYPICAL
<br />11 411
<br />FORCH
<br />CUT SECTION DETAIL
<br />NOT TO SCALE
<br />2X8 PT ATTACHED TO BEAM AT THE ONE END
<br />WITH SIMPSON U26 HANGER AND ATTACHED TO 101 On
<br />FACE OF POST AT 1HE OTHER END WITH (4)
<br />0BX3 V2" GALV SCREWS
<br />DBL 2X8 PT SCREWED TOGETHER WITH
<br />T_18>4' GALV SCREWS STAGGERED 6" OC
<br />I
<br />I
<br />4"XI6"XI6" CONCRETE PADS SETTING
<br />ON GROUND AT (4) LOCATIONS SHOWN
<br />0
<br />0
<br />HOUSE FINISH FLOOR 23 3/4" ABOVE
<br />GRADE AT THIS SIDE OF HOUSE z ;— —
<br />EXISTING SOUTH
<br />END OF HOME
<br />I
<br />I I
<br />I
<br />I
<br />2X8 PT SECURE TO BACK OF FRONT
<br />2X8 PT ATTACHED TO BEAM AT THE ONE END 2X8 PT WITH •8X2" GALV SCREWS
<br />WITH SIMPSON U26 HANGER AND ATTACHED TO STAGGERED ® 6" OC
<br />FACE OF POST AT THE OTHER END WITH (4)
<br />@BX3 1/2" GALV SCREWS
<br />DECK FRAMING FLAN 1/4" - 11 O11
<br />(STING
<br />OF
<br />4"XI(o"X16' CONCRETE PADS SETTING
<br />ON GROUND A' 14) LOCATIONS SHCL N
<br />ON FLOCR =LAN
<br />2X4 PT + 16" AT TOP OF 2X8
<br />RAFTERS. SECURE WITH (2) 18X3"
<br />—GALV SCREWS. SCREWS NOT
<br />SHOWN
<br />REMOVE EXISTING STAIRS
<br />AND BUILD NEW ON TOP OF
<br />WOOD DECK
<br />2X8 PT RAFTERS a 24" OC
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<br />HOUSE FINISH FLOOR 23 3/4" ABOVE
<br />GRADE AT THIS SIDE OF HOUSE
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<br />2X10 PT LEDGER INSTALLED ABOVE EXISTING
<br />SLIDING GLASS DOOR, CUT 2XIO TO MATCH THE
<br />HEIGHT OF 2X8 RAFTERS AND 2X4 TOP BOARDS,
<br />NO ELECTRICAL WORK TO BE DONE
<br />ATTACHED TO STUDS IN WALL OF HOUSE WITH (3)
<br />1/4"X4" LAG BOLTS IN EACH STUD. LAG BOLTS
<br />ARE NOT SHOWN
<br />FLOOR
<br />FLAN
<br />1/411 = 11
<br />O11
<br />2X8 PT JOIST ® 16" OC ATTACHED AT
<br />EACH END TO BEAMS WITH SIMPSON
<br />U26 HANGERS, FILL NAIL HOLES WITH
<br />IODXI 1/2" NAILS
<br />2X8 PT SET TO OUTSIDE OF POST
<br />AND SECURE TO FACE OF POST
<br />AT EACH END XITH (4) •8X3 1/2"
<br />GALv SCREWS
<br />`tv
<br />0
<br />2X4 PT A 16" AT TOP OF 2X8
<br />RAFTERS, SECURE WITH (2) 09X3"
<br />GALV SCREWS, SCREWS NOT
<br />SHOWN
<br />2X8 PT RAFTERS 0 24" OC
<br />SECURE RAFTERS TO 2X10 PT LEDGER WITH
<br />SIMPSON U26 HANGERS FL" 109,44, FILL NAIL
<br />HOLES WITH IODXI 1/2" NAILS
<br />2X10 PT LEDGER INSTALLED ABOVE EXISTING
<br />SLIDING GLASS DOOR. CUT 2X.IO TO MATCH THE
<br />HEIGHT OF 2X8 RAFTERS AND 2X4 TOP BOARDS
<br />ATTACHED TO STUDS IN WALL OF MOUSE WITH (3)
<br />1/4"X4" LAG BOLTS IN EACH S-L,--. LAG BOLTS
<br />ARE NOT SHOWN
<br />5/4X6 PT DECK BOARD OR COMPOSITE
<br />DECKING ATTACHE TO JOIST WITH (3)
<br />88X2 1/2" GALV DECK SCREWS
<br />2X8 PT JOIST • 16' CC ATTACHED AT
<br />EACH END TC BEA11S WITH SIMPSON
<br />U26 HANGERS, FILL NAIL HOLES WITH
<br />IODXI 1/2" NA'_S
<br />it
<br />DBL 2X8 PT SCREWED TOG_ HER WITH
<br />08X2" GALV SCREWS STAGGERED 6" OC
<br />TRELLIS CUT SECTION DETAIL
<br />NOT TO SCALE
<br />0
<br />II 4l1
<br />PT POST AS SHOWN ON FLOOR PLAN
<br />2X8 PT BEAM EACH SIDE OF POST WITH
<br />(2) 1/2"X GALV THRU BOLTS WITH WASHER
<br />AT EACH SIDE
<br />2X10 PT FASCIA CUT TO MATCH THE HEIGHT
<br />OF 2X8 RAFTERS AND 2X4 TOP BOARDS,
<br />ATTACHED TO RAFTERS WITH (4) •8X3" GALV
<br />SCREWS. SCREWS NOT SHOWN
<br />2X10 PT FASCIA CUT TO MATCH THE HEIGHT
<br />OF 2X8 RAFTERS AND 2X4 TOP BOARDS,
<br />ATTACHED TO RAFTERS WITH (4) "SX3" GALV
<br />I' O" SCREWS. SCREWS NOT SHOWN
<br />2X8 PT BEAM AT EACH SIDE OF POST
<br />WITH (2) 1/2"X GALV THRU BOLTS WITH
<br />WASHER AT EACH SIDE
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<br />\_l2J 4X4 PT POST AS SHOWN ON
<br />FLOOR PLAN EMBED IN CONCRETE
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<br />2X8 PT SET TO OUTSIDE OF POST
<br />AND SECURE TO FACE OF POST
<br />AT EACH END WITH (4) •SX3 1/2"
<br />GALV SCREWS
<br />PLACE (6) 16D GALV NAILS IN 4X4 PT
<br />AND EMBED IN 16"X20"X36" CONCRETE
<br />EXISTING GRADE
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<br />PA, BOX 1!1 , DADE C° l*, � 33526
<br />I HERB ?I_ tjFY' fiF•fA�LfiF1�5E F?Lr�N�AND SPECI= CATIONS
<br />WERE PRi'3R UNPElr=MY DIRECT SUPERVISION
<br />ARE IN Ca���}P!�1" �GEe T, c 16, SECTION '600 OF THE
<br />FLORIDA Bul (oT ADDITION AND ASCE 1-10
<br />FOR 139 MPH f4D��&jqp4'T
<br />� 4,aATEGORY 11 AND THE ENTIRE
<br />2011 BUILDING CODIDENTIAL 6TH ADDITION
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