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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 - 20 P.S.F.
<br />DEAD LOAD - 10 P.S.F.
<br />DEAD LOAD - 10 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 1609
<br />COMPONENT 4 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 4 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 />-65.1
<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 />+35.3/41.2
<br />NOTES:
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />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.
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING 4 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 4 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 (PER FBC R318),
<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 IN THE K A I A N
<br />/ C DHERED D RECTLY ONTO THE FOUND TIO
<br />SOIL BEARING COMPACTION:
<br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<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 />EXTERIOR WINDOWS E DOOR ASSEMBLIES:
<br />ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
<br />FOUNDATION LOADING.
<br />ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/192 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
<br />T.L. HANSON. A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY,
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
<br />NOR PERFORMING ANY SOIL TESTING.
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE,
<br />T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />THE BUILDING LOADS.
<br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED,
<br />FOUNDATIONS 4 SLAB -ON -GRADE:
<br />ELECTRICAL, PLUMBING E MECHANICAL:
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
<br />IN ACCORDANCE WITH RD E CHAPTER411.00312)lU OF THE FLORIDA ADMINISTRATIVE CODE; ELECTRICAL,
<br />R ADM RA D ELE R L,
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING,
<br />ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT
<br />COMPACTED AND TERMITE POISONED SOIL,
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
<br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />COMPRESSIVE STRENGTH OF 2,500 P.S.1,
<br />"AFI" CIRCUIT.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />SAFETY GLAZING:
<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 />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />PLANS ARE ENGINEERED FOR A MAXIMUM ST MWA HEIGHT
<br />E LL E GHT OF 4 COURSES (AFTER
<br />(U GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />ASSEMBLIES.
<br />EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
<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 />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />THAN 60 INCHES ABOVE THE DRAIN INLET.
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
<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 />SOIL TERMITE TREATMENT:
<br />FINISHED FLOOR OR WALKING SURFACE.
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
<br />CONDITIONS:
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 5 SQ, FT.
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
<br />PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
<br />SHALL STATE
<br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
<br />PLANE OF THE GLAZING.
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING,
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />NEW STRUCTURAL PANEL ROOF OVER
<br />-------
<br />THIS FRONT WALL TO START AT 14' 6" AND
<br />SLOPE UP TO WALL AT 1,$' O" + - FROM THE
<br />LOWER EXISTING CONCRETE TO TOP PLATE
<br />1/2" A301 ALL THREAD ROD LOCATIONS WITH 5/8"Xl" EXPANSION
<br />(1/2"50LT SIZE) AT SLAB. USE 1/2" COUPLING NUT TO SECURE ROD
<br />TO BOLT, OR DRILL 4" HOLE IN SLAB AND USE SIMPSON STRUCTURAL
<br />ADHESIVE OR A EQUAL EPDXY TO SECURE ROD IN HOLE, ROD TO
<br />EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE WASHER AND
<br />NUT AT TOP. PLACE RODS AT EACH SIDE OF OPENINGS, CORNERS
<br />AND SPACED MAXIMUM 6'0" OC
<br />REAR ELEVATION 1/4"
<br />LE1-T ELEVATION 1/411 _ 11011
<br />jai
<br />1l"9h��
<br />2" RECEIVER AT FACE OF WALL
<br />TO EXCEPT BEAM WITH MINIMUM
<br />(6) "8XI" SDS AT EACH SIDE
<br />THIS FRONT WALL TO START AT 14' 6" AND
<br />SLOPE UP TO WALL AT 16' 0" + - FROM THE
<br />LOWER EXISTING CONCRETE TO TOP PLATE
<br />14 OWALL HEIGHT THIS 8
<br />9' O" jo CEILING HEIGHT
<br />6' 8" TOP OF OPENING'.
<br />0' 0" HOUSE FINISH FL01
<br />- 3�EXISTING CONCRETE
<br />40' 4V2"
<br />ol 22' 11 /2 11'
<br />ON DEMAND ELECTRIC
<br />WATER HEATER SYSTEM
<br />12' 4"
<br />91 411
<br />T 1
<br />2X6 EXTERIOR WALLS
<br />Y/\
<br />3050 SH
<br />STORAGE
<br />O
<br />S' O" CLGS a
<br />M
<br />5' 611 4V211 O
<br />N
<br />• 0
<br />I
<br />O
<br />m
<br />4
<br />13
<br />14' 5%2"
<br />MASTER BED
<br />9' O" CLGS
<br />41` 11
<br />S,
<br />It
<br />N
<br />30" PKT DR
<br />LAUD
<br />0' o"
<br />I I
<br />I I
<br />11 O11 4%z°
<br />DRYER WASHER
<br />II 31 611 4V211
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<br />m
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<br />N ROOM o LIVING RM
<br />SOCLGS
<br />O m ' " in 9' O" CLGS O
<br />2!411
<br />toll
<br />SH
<br />8' 011
<br />4 k2"
<br />16' loll
<br />411
<br />3'O"X6'8"
<br />DECK TO BE LEVEL
<br />HOUSE FINISH FLOOR
<br />3"X3"X.OS3 STRUCTURAL ALUMNIMUM
<br />POST TYPICAL AT 6 LOCATIONS. POST
<br />TO EXTEND THRU KNEE WALL TO THE
<br />CONCRETE BELOW AND TO BOTTOM OF
<br />BEAM ABOVE
<br />2"X6"XO.050"XO.I2O" SINGLE
<br />SELF MATING ALUMINUM BEAM
<br />AT ALL LOCATIONS
<br />(5) CLOSED RISERS A 1 3/16"
<br />WITH (4) 10" TREADS UP TO
<br />PORCH FINISH FLOOR
<br />lo' 5V211
<br />25' 6"
<br />6'1
<br />•
<br />6'Ouxr 811
<br />FG
<br />GOLI= CART
<br />_ROES
<br />J4/sT"°o4�
<br />It
<br />GARAGE
<br />(5) CLOSED RISERS • 1 3/16" / v
<br />NGe�poT/oN
<br />12' O" CLGS
<br />WITH (4) 10" TREADS UP TO
<br />EXISTING CONCRETE SLAB 36"
<br />HOUSE FINISH FLOOR
<br />BELOW HOUSE FINISH FLOOR
<br />U X
<br />/
<br />2v
<br />Q
<br />/
<br />O�
<br />•
<br />•
<br />3'O"X6'8" / EXISTING DOOR TO BE
<br />10 O
<br />REMOVED AND OPENING
<br />^�
<br />CLOSED
<br />/i,
<br />D
<br />EXISTING 100
<br />AMP ELEC PNL
<br />MASTER
<br />BATH
<br />10
<br />S' O" CLGS
<br />�/ \ / / / / �►
<br />/
<br />/ /
<br />Q
<br />�
<br />/
<br />4'0" B.F.
<br />A, /�
<br />/ At
<br />3 ,/lam 6
<br />/ U
<br />EXISTING SLIDING GLASS DOOR y
<br />TO BE REMOVED TO CREATE /
<br />J / WALK THRU OPENING TO NEW
<br />+f / ADDITION / 0 4 N
<br />- 0
<br />y T�
<br />/ NF 40-4 �' \ /
<br />al�
<br />/ ol(/ T rq oOF �G 42
<br />o 44 < .4 /
<br />/ roA p 0,,j 4 44 sFr
<br /><�TF�k/sr^Gsg4'4/N
<br />4
<br />/ EXISTING WINDOW TO BE /
<br />/ REMOVED AND OPENING
<br />CLOSED
<br />0 ty
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<br />O 11 / / Qwv�
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<br />:ALL WORK SHkLL COMPLY WITH PREVAILING
<br />* CODES FLORIDA BUILDING CODE,
<br />NATIONAL ELECTRIC CODE,
<br />O AND THE CITY OF ZEPHYRHILLS
<br />ORDINANCES
<br />5' o" s1 1V11
<br />6' 101/4" 1' 6411 11 21 " REVIEW OATS �'a
<br />C1T'y OE '7EPWYRRILLS
<br />81 Sq 11 OLANS8MMINER
<br />34' 25/4"
<br />FLOOR PLAN 1/411
<br />ALL EXTERIOR WALLS ACT AS SHEAR WALLS
<br />DIMENSIONS ARE APPROXIMATE AND MUST
<br />BE FIELD VERIFIED BY CONTRACTOR BEFORE
<br />CONSTRUCTIONS BEGINS
<br />FRONT ELEVATION 1/411
<br />NEW STRUCTURAL PANEL ROOF OVER
<br />FXIFiTINr PARK McInPi _ MANIIFAGTIIRF+
<br />T.L: HANSt3f ICED 10, 38654
<br />. BOX i12 DADE Ctf = 33526
<br />I HERBY W%Y` Tf4�ilkT 1€ PLA* ND SPECIFICATIONS
<br />WERE PREF'46, By, �, �C11a� Y DIRECT SUPERVISION
<br />ARE IN C6_,*L T®� Hl j Ry4i6, SECTION 16,013 OF THE
<br />FLORIDA Ehfli61 c- E,20116 I t EDITION AND ASCE 1-10
<br />FOR 1313 MPH Wlfil� Z"OT R7EGORY II AND THE ENTIRE
<br />2011 BUILDING CODE RESIL, INtIAL 6TH EDITION
<br />1
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<br />LIVING
<br />1015
<br />GARAGE
<br />105
<br />FORG1—'1
<br />14S
<br />TOTAL
<br />1269
<br />PC$
<br />1 Of= 5
<br />
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