|
GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
<br />RESIDENTIAL AND 2009 SUPPLEMENTS
<br />T.L. HANSON t ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY: HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL
<br />DESIGN OF THIS STRUCTURE
<br />THE BUILDING l INCLUDING ALL COMPONENTS AND CLADDING$ SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS
<br />FLOORS:
<br />LIVE LOADS. - 40 P,S.F,
<br />DEAD LOADS 10 P.S.F.
<br />GARAGE SLAB:
<br />LIVE LOADS - 50 P.S.F.
<br />DEAD LOADS - 10 P.S.F.
<br />ROOF:
<br />LIVE LOADS (TRUSS TOP CORD) - 20 P.S.F.
<br />DEAD LOADS (TRUSS TOP CORD) - 10 P.S.F, 18 P.S,F, WHEN TILE ROOF INSTALLED
<br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F.
<br />ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.S.F.
<br />WIND DESIGN ASSUMPTIONS:
<br />WIND SPEED 120 MPH
<br />BUILDING EXPOSURE - B
<br />BUILDING IMPORTANCE FACTOR - 1.0
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT t EXPOSURE ADJUSTMENTS COEFFICIENT - 1,0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT - + / - 0.18
<br />COMPONETS t CLADDING PSF ROOF - 14.9/-50.1 WALL - 25.9/-34.1
<br />OVER HANG - -81,2
<br />STUCCO THICKNES:
<br />OVER FRAME GABLE 1/8" STUCCO OVER FELT BACKED GALV
<br />LATH
<br />OVER MASONARY WALL 1/2" 2 COAT STUCCO
<br />GABLE ENDS WITH SIDING BACK WITH 015 FELT
<br />SOIL BEARING t COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF
<br />2000 P.S.F,( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING
<br />THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.S.F. FOUNDATION LOADING
<br />T,L, HANSON t ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATION$ WITHOUT VISITING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY SOIL TESTING
<br />T,L, HANSON t ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION i SLAB - ON- GRADE NOTES
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:,
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P,S.F. FOUNDATION LOADING. SLAB
<br />SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />AND TERMITE POISONED SOIL
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 3000 P.S.F.
<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" FOR
<br />OS REBAR , 30" FOR 06 REBAR # 35" FOR 01 REBAR
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSE$ ( AFTER
<br />FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS
<br />MASONRY WALLS:
<br />CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
<br />AND SHALL HAVE MINIMUM WM OF 1500 P,w.
<br />MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE EITHER TYPE M OR S
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 05 REBAR
<br />30" FOR 06 REBAR AND 35" FOR 01 REBAR.
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH or-
<br />2000 P.$.I, ( WHEN TESTED PER ASTM C-1O19 )
<br />PROVIDE CLEAN OUT OPENINGS ( 12 SO, IN, ) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
<br />A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE
<br />SHALL STATE: (PER FBC R320.1)
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION
<br />SECTION R320.1 THROUGH R320.1.6 DO NOT APPLY. A SIGNED FIVER EYAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION. MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />MUST BE INSTALIPRIOR TO FINAL BUILDING APPROVAL ( PER MC R320,1.1)
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
<br />BACKFIL.LING 4 COMPACTION ARE COMPLETE ( PER FBC 320.1.2.)
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320,1.2)
<br />BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAP$ 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 ( PER MC R320.1.3)
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
<br />BE REQUIRED (PER FBC R320,1.4)
<br />ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC R320,1,5)
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R320,1.6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R320,1,6)
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />SIDE WALLS (PER FBC R320,1)
<br />AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND WITH IN 12" OF THE BUILDING, THIS SHALL INCLUDE ALL GRADE STAKES TUB
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
<br />PER (FBC R320,8,3,)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER FBC R104)
<br />EXTERIOR WINDOWS E DOORS:
<br />ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH
<br />ANSI/AMMA/NWWDA 101/162 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
<br />1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE
<br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
<br />ELECTRICAL, PLUMBING, 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"AFI" CIRCUIT
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
<br />TO BEDROOM AND OTHER LIVING AREAS
<br />GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E.C,
<br />DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR
<br />CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL
<br />BE CONSTRUCTED OF MINIMUM NO,26 GAUGE SHEET STEEL OR
<br />OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS
<br />INTO THE GARAGE ( FBC 2004 R309,1.1.)
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF
<br />GLAZING
<br />(1) GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS
<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" ABOVE THE DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED
<br />POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR
<br />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 />(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 60, FT.
<br />(B) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
<br />(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
<br />OF THE PLANE OF THE GLAZING
<br />REFER TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL - SECTION R308 FOR
<br />ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE
<br />PURPOSE OF GLAZING
<br />DRAFTSTOPPING:
<br />IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAIN
<br />FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING
<br />SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILING ASSEMBLEY IS BROKEN UP INTO TWO OR MORE
<br />APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000 SQ.FT.
<br />ATTIC ACCESS:
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT, AND HAVING
<br />MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAMED OPENING NOT BE LESS THAN 22"X30"
<br />INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN
<br />ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE RESIDENTIAL - SECTION M1305,1.3
<br />TIMBER MATERIALS:
<br />ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS:
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE ( OR BETTER)
<br />ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE SPACE 16" OC, ALL SPLICES AT
<br />TOP PLATE MUST BE MINIMUM *0" AND NAILED 4" OC WITH 12D COMMON NAILS
<br />INTERIOR STUD WALLS TO BE OF 2 X 4 *2 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 />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED
<br />AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION,
<br />GARAGE ADDITION ELECTRICAL PLAN 1/411 = 11 011
<br />ELECTRICAL LEGEND
<br />220 V
<br />G,F,1. IIO V
<br />00 CHANDLER
<br />J GROUND FAULT
<br />(� RECEPTACLE
<br />ON
<br />awlrcH
<br />A.F.I. 110 v
<br />9 4 o VANITY LIGHT
<br />d110
<br />ARC FAULT
<br />V
<br />RECEPTACLE
<br />v v v TRACK LIGHT
<br />WP
<br />110 v
<br />WATERPROOF
<br />CEILING FAN
<br />� EXTERIOR DSL FLOOD
<br />OUTLET
<br />11Ov LIGHT
<br />CAN BE CEILING
<br />FLUORESCENT
<br />OR WALL (tYP)
<br />CEILING
<br />FIXTURE
<br />FAN W/ LIGHT
<br />SMOKE
<br />DETECTOR
<br />O CAN/ BALL FIXTURE
<br />�p WALL SCONCE
<br />IOV 80 CFM'S
<br />®I
<br />BATH FAN
<br />ELECTRICAL PANEL
<br />G.D.o.
<br />■
<br />BATH FAN
<br />TELEVISION
<br />LIGHT COMBO
<br />MIMI
<br />MULTI MEDIA
<br />® PHONE
<br />CAT 6
<br />IN ACCORDANCE WITH CHAPTER 411,003 (2) (U OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER r0 ADDRESS HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN &' FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GPI" CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS t FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"AFI" CIRCUIT
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
<br />TO BEDROOM AND OTHER LIVING AREAS
<br />GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C,
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
<br />DESIGNS AND FOUND IT TO @E IN COMPLIANCE WITH CHAPTER
<br />Irv, SECTION 160E OF THE FLORIDA BUILDING CODE FOR 120 MPH
<br />(3 SECOND GUST) WIND ZONE - 100 MP" FASTEST SPEED AND THE
<br />ENTIRE 200.1 FLORIDA BUILDING CODE RESIDENTIAL AND ALL
<br />200% SUPPLEMENTS
<br />T.L. HANSON P.E. LICENSE NO. 38654
<br />P.O. BOX 1728, DADE CITY, FL 33526
<br />0
<br />h N
<br />o Z
<br />ti tits
<br />Z_ V) O W
<br />y Q La N 0
<br />M M
<br />Q
<br />W M L W
<br />Z O L
<br />h
<br />O L' h
<br />O
<br />N N v
<br />3
<br />F�
<br />Q M
<br />Z 000
<br />Z
<br />4 mo M W
<br />C� Lu In
<br />U
<br />LL W
<br />LL
<br />O
<br />O
<br />M
<br />Z xm
<br />m
<br />V�q
<br />O Z ul lu u
<br />III ,�
<br />z?cl) °�
<br />a
<br />o z
<br />11
<br />z
<br />z �=3 OU
<br />�= d z z
<br />'V
<br />OW
<br />n
<br />u�
<br />N
<br />In
<br />m
<br />Q
<br />O
<br />rL
<br />O
<br />z
<br />z
<br />.,
<br />Q Q
<br />�5
<br />O
<br />wwnn _A
<br />V!y
<br />O
<br />ED
<br />�
<br />� Z
<br />Qa
<br />O
<br />Q
<br />CARPORT
<br />ADDITION 432
<br />LIVING
<br />AREA 144
<br />TOTAL 51ro
<br />P�
<br />4OF4
<br />
|