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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. (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 />6TH EDITION SECTION 160E
<br />COMPONENT t CLADDING WIND LOADS
<br />WIND DESIGN ASSUMPTIONS: ALL OTHER
<br />BUILDING EXPOSURE - B BUILDING ROOF OVERHANG COMPONENT
<br />BUILDING RISK CATEGORY - II ZONE LOADS LOADS
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENT I N/A +32.3/-35.3
<br />COEFFICIENT - 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT . +/- 0,18 2 -65.1 +32.3/-56.2
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT 3
<br />CORNER OF THIS SHEET -I10.6 +32,3/-89.0
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR 4 N/A +35.3/-38.2
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />TYPE V CONSTRUCTION PER FBC 602.5 5 N/A +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 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 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 4 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 05 REBAR, 30" FOR •6 REBAR 4 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 WITH ASTM C-90
<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 EITHER TYPE M OR S.
<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 4 35" FOR •1 REBAR.
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8", PLACED AT AN 8 TO II INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
<br />OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019).
<br />PROVIDE CLEAN -OUT OPENINGS (12 SO, IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
<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 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 />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 />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 4 DOOR ASSEMBLIES:
<br />ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/162 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 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
<br />ELECTRICAL, PLUMBING 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411.003(2XI) 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, GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
<br />ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<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 />(1) 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 SO. 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 />TWAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<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 SO, FT.
<br />APPROVED PRODUCT LIST
<br />PRODUCT CATEGORY SUB CATEGORY MANUFACTURER
<br />STRUCTURAL COMPONENT
<br />STRUCTURAL COMPONENT
<br />ROOFING
<br />ROOFING
<br />WINDOWS
<br />SOFFIT 4 FASCIA TRIM
<br />HIO
<br />HETA20
<br />ASPHALT
<br />UNDERLAYMENT
<br />SIMPSON
<br />SIMPSON
<br />GAF SINGLES ALL
<br />GAF
<br />EXISTING WOOD WINDOWS APPROVED BY
<br />CITY OF ZEPHYRHILLS DUE TO HISTORIC HOME
<br />SOFFIT WOOD TO MATCH EXISTING
<br />DUE TO HISTORIC HOME
<br />EXTERIOR DOORS SINGLE SWINGING PLAET PRO
<br />WALL SIDING EXTERIOR WOOD TO MATCH EXISTING
<br />DUE TO HISTORIC HOME
<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 WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />STATE OF FL,
<br />APPROVAL M
<br />FL 10446
<br />FL 114-13
<br />FL 10124.1
<br />FL 10626.1
<br />N/A
<br />N/A
<br />FL 15221.1
<br />N/A
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<br />CONTRACTOR OR OWNER TO VERIFY ROOF PITCH
<br />AND HEEL HEIGHT ON EXISTING HOUSE TO MATCH
<br />RIDGE VENT
<br />_ _ WALL HEIGHT S 9' 1"
<br />_ - _ _FINISH FLOOR V
<br />APPROXIMATE GRADE O' O"
<br />PINE NOVELTY SIDING /
<br />TO MATCH EXISTING
<br />PROPOSED SOUTH ELEVATION 1/411 = If O'I
<br />PROPOSED EAST ELEVATION 1/4" = 11 O"
<br />RIDGE VENT
<br />\ PINE NOVELTY SIDING
<br />TO MATCH EXISTING
<br />PROPOSED NORTH ELEVATION 1/4" = 1 � O'I
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<br />12 WITH OWNER PRIOR TO MANUFACTURING TRUSSES
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<br />R-13 INSULATION IN WALLS ALL OPENINGS, EACH CORNER AND AT END �!' �-
<br />OF NEW WALLS AND SPACED MAXIMUM 32" OC O }— *t 3:
<br />DOWN ON FACE OF FLOOR JOIST AND STUD IN SGL 2X4 02 SPRUCE BOTTOM PLATE 1�-
<br />WALL. FILL NAIL HOLES WITH IODXI 1/2 V NAILS O
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<br />3/4 T4G PLYWOOD GLUED AND `� �-► I
<br />NAILED WITH 10D NAILS 6" OC (2) 2X8 PT
<br />(4) 2X8 PT
<br />1211XI2" BLOCK PIER WITH (2) VERTICAL 05 REBAR
<br />IN CENTER FROM 24"X24"X12" FOOTING PAD WITH
<br />(3) •5 REBAR EACH WAY. POUR PAD AND FILL
<br />SECURE JOIST TO BEAMS WITH 2X8 PT JOIST s 19," OC PIER WITH MINIMUM 2500 PSI CONCRETE
<br />SIMPSON U26 HANGERS. FILL
<br />NAIL HOLES WITH IODXI 1/2" GRADE
<br />NAILS SECURE ALL BEAMS TO TOP OF PIERS WITH �,
<br />0 (1) SIMPSON HEAT20 STRAP POURED IN TOP \��®1 s y4
<br />OF PIER AND FILL NAIL HOLES WITH IODXI 1/2" `�� .Z► •0410 ems°
<br />NAILS ♦ .1 0 6
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<br />R T.L, HANWIN-16,1E. If EiE NO. 38654
<br />BOTTOM OF FOUNDATION B:)TTOM OF FOUNDA ION ® • P. OX1128, DY, FL 33526
<br />MIN MUM 12" BELOW GRADE MINIMUM 12" BELOW GRADE MOO i ATE .ow
<br />IERE Y THTH '�4ANS AND SPECIFICATIONS
<br />11 �R MY DIRECT SUPERVISION
<br />}''� I I I t DETAIL
<br />� t /� ARE I e " " I ER 16, SECTION 1609 OF THE
<br />IBU I LD I I V G C lei I SECTION D E I A I L FLORIDA 6TH ADDITION AND ASCE 1-10 2 OF 4
<br />FOR 139 MP F ( ISK CATEGORY If AND THE ENTIRE
<br />NOT TO SCALE 2011 BUILDING CODE RESIDENTIAL 6TH ADDITION
<br />
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