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<br />GENERAL NOTES:
<br />I
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />AND 2009 SUPPLEMENTS PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE
<br />ARKAY ENGINEERING INC: A REGISTERED LICENSED, FLORIDA PROFESSIONAL STRUCTURAL SHALL STATE: (PER FBC)
<br />ENGINEERING COMPANY, HAS APPLIED RATIONAL ANALYSIS FOR THE STRUCTURAL DESIGN THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN EXISTING CHURCH
<br />OF THIS STRUCTURE � RE TERMITES. THE TREATMENT 18 INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT I
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />THE BUILDING l INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE I
<br />FOLLOWING SUPERIMPOSED LOADS INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
<br />FLOORS: BACKFILLINGs 4 COMPACTION ARE COMPLETE ( PER FBC)
<br />LIVE LOADS - 40 P.S,F,
<br />DEAD LOADS - 10 P,S,F, ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS ( PER FBC)
<br />SLAB,
<br />- LIVE LOADS 50 P,S,F, BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE I
<br />DEAD LOADS - 10 P.S.F. WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
<br />ROOF= ADEQUATE SIZE t DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />LIVE LOADS (TRUSS TOP CORD) - 20 P,S,F, INITIAL TREATMENT ( PER FBC)
<br />DEAD LOADS (TRUSS TOP CORP) - 10 P.S.F.
<br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 P,S.F, A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL - - - - - - - -
<br />ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.S.F. EXIT E
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL- _ --�
<br />WIND DESIGN ASSUMPTIONS, BE REQUIRED (PER FBC) '
<br />COMPLIES WITH SECTION 1609 FBC ATTIC STAIRS )
<br />BUILDING EXPOSURE - IS ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION
<br />BUILDING IMPORTANCE FACTOR ■ 1,0 PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. ( PER FBC)
<br />MEAN ROOF HEIGHT 30' OR LESS - -� ,
<br />HEIGHT / EXPOSURE ADJUSTMENTS COEFFICIENT . 1,0
<br />ENCLOSED BUILDING PH.
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />INTERNAL PRESSURE COEFFICIENT ■ + / - 0,18 WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC) ' ® '
<br />- - - - - AIR HANDLER IN6rALLED IN
<br />SEE WIND SPEED AT BOTTOM RIGHT OF ALL SHEETS ATTIC AREA Musr coMPL7 I
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS WITH FLORIDA SUILONG CODE rL
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
<br />SOIL BEARING < COMPACTION:
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC)
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />2000 P,S.F,( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING
<br />SIDE WALLS (PER FBC)
<br />THAT THE SOIL ON THE SITE 18 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P,S,F, FOUNDATION LOADINGS
<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 />ARKAY ENGINEERING INC: A REGISTERED LICENSED FLORIDA PROFESSIONAL STRUCTURAL
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
<br />ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
<br />PER (FBC)
<br />SITE NOR PERFORMING ANY SOIL TESTING
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE
<br />ARKAY ENGINEERING INC $HALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT
<br />CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />THE BUILDING LOADS
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE
<br />FOUNDATION t SLAB - ON- GRADE NOTES
<br />TERMITE INFESTATIONS (PER FBC)
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:,
<br />EXTERIOR WINDOWS 4 DOORS:
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 F.S.F. FOUNDATION LOADING, SLAB
<br />ANSI/AMMA/NWWDA 101/1-52 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />y SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />AND TERMITE POISONED SOIL
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
<br />COMPRESSIVE STRENGTH OF 3000 P,S.i,
<br />1,5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE
<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 />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING, RECOMMENDATIONS
<br />„
<br />05 REBAR , 30 FOR 06 REBAR t 35 FOR Ml REBAR
<br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
<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 />ELECTRICAL, PLUMBING, t MECHANICAL:
<br />EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />r AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSE ARE REQUIRED
<br />IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AMC) A COPY OF THE SURVEY SHALL BE ON SITE
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
<br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
<br />MASONRY WALLS: 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 />CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 ALL ELECTRICAL OUTLETS IN BEDROOMS < FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />AND SHALL WAVE MINIMUM F'M OF 1500 P.S.I. "Am" CIRCUIT
<br />MORTAR SWALL CONFORM TO ASTMC -210 AMC) SHALL BE EITWER TYPE M OR S
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN WALL WAY AREAS ADJACENT
<br />TO BEDROOM AND OTHER LIVING AREAS
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E,C,
<br />WITH ASTMA-615, LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 05 REBAR
<br />3o" FOR 09, REBAR AND 35" FOR 01 REBAR.
<br />SAFETY GLAZING:
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL WAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF we" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF
<br />2000 P,S,I, ( WHEN TESTED PER ASTM C-IOI9 J
<br />GLAZING
<br />PROVIDE CLEAN OUT OPENINGS ( 12 SQ. IN. ) IN CELLS CONTAINING SPLICED REINFORCEMENT. WHEN
<br />(1) GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
<br />ASSEMBLIES
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WWIRLPOOLS, SAUNAS, STEAM
<br />TIMBER MATERIALS:
<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 />ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS:
<br />THAN 60" ABOVE THE DRAIN INLET
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH I/2" PLYWOOD OR 1/16" O,S,B. (2-M-lU RATING) NAILED
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE„
<br />WITH SD NAILS SPACE AT 3 Or- ALONG ALL HORIZONTAL JOINTS AND EDGES, 6 OC ALONG ALL VERTICAL
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24 RADIUS OF THE DOOR IN A CLOSED
<br />�_
<br />JOINTS AND EDGES AND 12 OC ALONG ALL INTERMEDIATE STUDS
<br />POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR
<br />WALKING SURFACE
<br />INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T,
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS — — — — — - — — — — — — — — — — — — — '= — — — — — — — — — - - - — - - — —
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE , THAT MEETS ALL OF THE FOLLOWING
<br />MAXIMUM 24 OC. WALLS TO HAVE 1/2 GYPSUM BOARD EACH SIDE, WITH WALLS AT
<br />(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT,
<br />GARAGE TO HAVE MINIMUM R-11 INSULATION
<br />(B) BOTTOM EDGE LESS THAN IS" ABOVE THE FLOOR
<br />(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR I
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AMC) APPROVED
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION,
<br />OF THE PLANE OF THE GLAZING
<br />TRUSSES:
<br />DRAFTSTOPPING: I
<br />IF THE CONTRACTOR , TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE
<br />IN SINGLE FAMILY DWELLINGS DRAFTSTOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAIN
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC IS
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE
<br />FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING USEABLE SPACES, DRAFTSTOPPING EXISTING CHURCH
<br />DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILING ASSEMBLEY IS BROKEN UP INTO TWO OR MORE
<br />a
<br />APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000SQ,FT,
<br />SOIL TERMITE TREATMENT:
<br />I
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMItICiDEB, INCLUDING PESTICIDES
<br />SS:
<br />ATTIC ACCESS:
<br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT, AND WAVING
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<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 111305,1.3
<br />. I
<br />50 CFM - - - - -
<br />8X47><4, - - - - -
<br />/]A
<br />ATTIC STAIRS FR
<br />25X20
<br />R!CHARF L.IKIDDI= P.E,
<br />F4_ORL.4 Li^ENSE NUM( ER 312SC
<br />Y CERTIFY THAT T4 5Ll PLANS AMC)SPECIFICATIONS
<br />HERBE E PL D P
<br />WERE PREPAIED BY ME OKUNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCk, WITH CHAPTER 16, SECTION *O9 OF THE
<br />UI DI' CODF 7001 F 120.M H (3 CO GUST)
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE ' I ` , /� /� �{ I I � I I FLORIDAB L MG � . OR P SECOND
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND TAT Y AC FLAN 1/4 1 O WIND ZONE - 100 MPH FASTEST "SPEED AND THE ENTIRE 2001
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE FLORIDA BUILDING CODE AMC) 200E SUPPLEMENTS
<br />m
<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
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<br />TOTAL AREA
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