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COVER ROOF DECK, BACK SIDE OF VERTICAL
<br />STEEL STUD MANSARD ROOF EXTENDING OVER
<br />TOP WITH DURO LAST RUBBER ROOF SYSTEM
<br />COVER TOP WITH WHITE PAINTED INSTALLED PER MANUFACTURES SPECIFICATIONS CAP TOP OF VERTICAL STUDS
<br />ALUMINUM U CHANNEL CAP 1/2" CDX PLYWOOD ON ROOF DECK, BACK SIDE WITH 3 5/8" 16 GA STEEL TRACK
<br />OF STEEL STUD MANSARD ROOF ATTACHED WITH WITH (1) 010-16 SCREW AT EACH SIDE
<br />#8X 1 1/2" SELF DRILL SCREWS 6" OC ON EDGES
<br />AND IN FIELD
<br />ROOF CANOPY
<br />ATTACH Z ^fO STEEL ==L STUD UD JOIST TO I
<br />OF WALL WITH (1) UNI CLIP WITH (9) 012-24
<br />CAP ENDS OF 2"X6" STEEL STUD 1 TEK 5 SELF DRILL SCREWS IN JOIST AND CHAMPER STRIP
<br />JOIST WITH 6" 16 GA STEEL TRACK i (4) IN TOP OF WALL 16GA STEEL TRACK
<br />WITH (I) oio-iro SCREW AT EACH SIDE
<br />..................................................... ...
<br />llcicic 2 X& 16 GA STEEL STUD JOIST im 16 OC ROOF JOIST
<br />. . ....................................................................... ... ... ... ... M
<br />R-19 FIBERGLASS WALL HEIGHT
<br />INSULATION BATTS
<br />i7 1/2" CEILING TYPE
<br />i
<br />GYPSUM BOARD
<br />GENERAL NOTES:
<br />r
<br />ATTACH VERTICAL 2 X3 518" 16GA STEEL
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE At- TER ALL EXCAVATION STUDS AT SIDE OF ALL 2"X6" STEEL STUD
<br />THIS BUILDING HAS BEEN DESIGNED To CONFORM'TO THE 2004 FLORIDA BUILDING CODE BACKFILLING 4 COMPACTION ARE COMPLETE JOISTS WITH (5) #12-24 TEK 5 SELF DRILL
<br />AMC) ALL 2005 AND 2006 SUPPLEMENTS PER FBC 3 20.1.2.) SCREWS
<br />R-11 FIBERGLASS
<br />ARKAY ENGINEERING INC: A REGISTERED LICENSED, FLO Rir->A PROFESSIONAL STRUCTURAL ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SH ALL BE RE- TREATED BATT INSULATION
<br />CUT SOFFIT VENTS e uo" or- IN ALL
<br />ENGINEERING COMPANY, HAS APPLIED RATIONAL ANALY 616" FOR THE STRUCTURAL r,>Eslc.N INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320, 1.2) OVERHANGS AND COVER WITH 4"XI6"
<br />OF THIS STRUCTURE ALUMINUM SOFFIT VENTS 1/2" G.P, DENSGLASS GOLD EXTERIOR SHEATHING
<br />BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE ATTACHED TO STEEL STUDS WITH 08XI" BUGLE HEAD
<br />THE BUILDING (INCLUDING
<br />rs ALL COMPONENTS ANDCLADD INGS SHALL BE DESIGNED FOR THE FINE THREAD RUST RESISTANT SELF DRILL SCREWS
<br />FOLLOWING SUPERIMPOSED LOADS WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
<br />I SIS"XIO" 16 CA C STUDS FIELD FABRICATED 3 518" 16GA STEEL 4" OC AROUND THE PERIMETER OF PANEL AND 5"
<br />ADEQUATE SIZE 4 DEPTH To ELIMINATE ANY OISTURBANC. E OF THE SOIL AFTER THE i E BOX BEAM HEADERS OVER ALL WINDOWS STUDS im I(." or- OC ALONG VERTICAL FRAMING
<br />INITIAL TREATMENT ( PER FBC R320.1,3) AND DOORS WITH DOUBLE 16GA STEEL STUD
<br />SLAB,
<br />AT EACH ENE) WITH (1) 1-1546 16GA H HEADER
<br />LIVE LOADS - So F,S,F, A MINIMUM 6MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL HANGER WITH (12) 010-16 SCREWS IN STUDS
<br />DEAD LOADS - to p.S.p. AND (15) IN BEAM AT EACH SIDE 1/2" GYPSUM
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL WALL BOARD
<br />ROOFS
<br />BE REQUIRED (PER FBC R320,1,4)
<br />LIVE LOADS (TRUSS TOP CORD) 20 P.S, F, 1/9" STUCCO EXTERIOR OVER GALV PAPER
<br />DEAD LOADS (TRUSS TOP CORD) 10 p,S.F, BACK WIRE LATH INSTALLED PER STUCCO
<br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 11 F. ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIAL S ALONG THE FOUNDATION MANUFACTURE ASSOCIATION GUIDELINES AND
<br />ASSUMED TRUSS SELF WEIGHT DEAD LOAD) -I P.S,F. LOCAL CODES THROUGH DENSGLASS SHEATHING
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC R320,11,15)
<br />INTO STEEL FRAMING
<br />WIND DESIGN ASSUMPTIONS.
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />BUILDING EXPOSURE - 5 WITHIN 12" OF: THE STRUCTURE SIDE WALLS (PER FBC R 320,1.6)
<br />BUILDING IMPORTANCE FACTOR 1,0
<br />MEAN ROOF HEIGHT 30' OR LESS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE IN STALLED AFTER CONSTRUCTION 16
<br />SECURE STEEL -STUD WALL TO SLAB
<br />HEIGHT 4 EXPOSURE ADJUSTMENTS cOEFFICIE NT - 1,0 COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE THRU BOTTOM I& GA TRACK WITH 1/2"X4"
<br />ENCLOSED BUILDING REDHEAD EXPANSION BOLTS 24" Or -
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R320.1.w
<br />INTERNAL PRESSURE COEFFICIENT • + 0 ,IS
<br />SEE WIND SPEED AT BOTTOM RIGHT OF ALL SH EETS CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAS T 12" AWAY FROM THE BUILDING 4" 3000 PSI CONCRETE SLAB WITH
<br />WIRE MESH AND & MILL VISQUEEN
<br />SIDE WALLS (PER FBC R320,71)
<br />OVER CLEAN COMPACT TERMITE
<br />SOIL BEARING 4 COMPACTION: AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FIL L MUST BE REMOVED FROM TREATED SOIL. FOUR REMAINING
<br />BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB CELLS SOLID WHEN POURING SLAB
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE S OIL SEARING CAPACITY OF MS, SHORING AND ANY OTHER CELLULOs E CONTAINING MATERIALS FINISH FLOOR
<br />TRAP BOXES, FOR
<br />2000 PAP.( MINIMUM ) THE CONTRACTOR/PROPERTY OW NER IS RESPONSIBLE FOR VERIFYING PER (FBC =-A,)^ a -A I I i F - : I %J
<br />THAT THE SOIL ON THE SITE 18 PROPERLY PREPARED AN D COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P,S.F, FOUNDATION LOADING E— --------------------------------------- --------- I --------
<br />THE DISTANCE FROM THE WALL COVERING ( EX CEPTIONS: PAINT AND CONCRETE CURB 05 VERTICAL REBAR PLACED
<br />ARKAY ENGINEERING INC- A REGISTERED LICENSED FLoR ivA PROFESSIONAL STRUCTURAL CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AS SHOWN ON FOUNDATION PLAN.
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS W ITHOUT VISITING THE CONSTRUCTION AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 9," T 0 ALLOW FOR INSPECTION FOR FUTURE FOUR CELLS WITH 3000 PSI
<br />SITE NOR PERFORMING ANY SOIL TESTING TERMITE INFESTATIONS (PER FBC R104)
<br />ARKAY t:N(AIN1=tzKING INC SHALL NOT BE RESPONSIBLE IFO R THE SITE SOIL ABILITY TO SUPPORT
<br />EXTERIOR WINDOWS 4 DOORS:
<br />THE BUILDING LOADS
<br />GLASS DOORS OR ENTRANCE DO OR SHALL BE I ACCORDANCE WITH ALL EXTERIOR WINDOWS 4 C = TESTED N r->
<br />I
<br />FOUNDATION 4 SLAB - ON- GRADE NOTES
<br />ANSI/AMMA/NWWDA 101/182 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGA NIC MATERIALS-.,
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AR EA, SHALL BE COMPACTED
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P,S,r-, FOUNDATION LOADING, SLAB
<br />1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING 6 USSTRATE
<br />SHALL BE PLACE OVER A rp MIL VAPOR BARRIER ON CLEA, N ADEQUATELY COMPACTED
<br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE M ANuFACTURE ANCHORING RECOMMENDATIONS
<br />4
<br />AND TERMITE 7*oisoNEc> SOIL
<br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHIA LL HAVE A MINIMUM 25 DAY
<br />COMPRESSIVE STRENGTH OF: 3000 P,S,I,
<br />ELECTRICAL, PLUMBING, 4 MECHANICAL:
<br />10"X16" FOOTING WITH (3) *5
<br />REBAR ON CHAIRS SPACED 114"
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I IDENTIFIED IN ACCORDANCE
<br />OC,
<br />WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHA LL BE A MINIMUM OF 25" FOR
<br />IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL
<br />05 REBAR , 30" FOR 06 REBAR 4 35" FOR 01 REBAR
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWIALL HEIGHT OF 4 COURSES ( AFTER
<br />MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMB ING AND MECHANICAL SYSTEMS DRAWN HERON
<br />CUT THRU IBUILDING SECT ION
<br />FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OW NER SHALL DETERMINE THE
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO A DDRESS HIS/NER REQUIREMENTS,
<br />EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION
<br />NOT TO SCALE
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 co URSE ARE REQUIRED
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WI THIN 6' FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND F AULT INTERRUPTER "GFI" CIRCUIT
<br />A FOUNDATION SURVEY SHALL BE PERFoRmEr,> AND A COPY OF THE SURVEY SHALL BE ON SITE
<br />"AFI" CIRCUIT
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />OTRING STRECTED FROM MARKER TO MARKER TO VERIFY R EQUIRED SET SACKS
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SH ALL ME WIREDINTO AN ARC -FAULT INTERRUPTER
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AN D IN HALL WAY AREAS ADJACENT
<br />MAO_^kI IIIAI I
<br />t0 BEDROOM fAIN&W OTHER rl=r% LIVING W0.4
<br />CONCRETE MASONRY UNIT SHALL BE HOLLOW UNITMASONR Y IN ACCORDANCE WITH ASTM C-SO GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N, E,C, 3" PVC: PIPE THRU fROOFATALL
<br />AND SHALL HAVE MINIMUM F'M OF 1500 P,8,1, CORNERS FOR WATER RUN OFF
<br />MORTAR SHALL CONFORM To ASTMC -210 AND SHALL BE E ITHER TYPE M OR 6 DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS 0 R CEILINGS SEPARATING THE DWELLING I ING FROM THE OF ROOF TO GROUND 5ELOW.
<br />GARAGE SHALL BE CONSTRUCTED OF MINIMUM N0.26 GAUD E SWEET STEEL OR OTHER APPROVED MATERIALS SLOPE fROO . F TO THESE AREAS
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE AND SHALL HAVE No OPENINGS INTO THE GARAGE ( FBC 2004 R309,I.Id
<br />WITH ASTMA-615, LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 2511 FOR as REBAR
<br />30" FOR 06 REBAR AND 35" FOR 01 REBAR,
<br />SAFETY GLAZING:
<br />Ii
<br />GROW FOR THE POURED r-=-L* AND LINTELS *HALL HAVE A MAXIMUM COURSE AGGREGAII: SIZE
<br />OF 3/911 PLACED AT 8 TO 11 INCH SLUMP AND HAVE A M INIMUM 29 DAY COMPRESSIVE STRENGTH OF
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARD OUS LOCATION FOR THE PURPOSE OF
<br />2000 P.S.I. (WHEN TESTED PER ASTM C-1019)
<br />GLAZING ...... ...... ....
<br />PROVIDE CLEAN OUT OPENINGS ( 12 $0, IN, ) IN CELL 6 CONTAINING SPLICED REINFORCEMENT. WHEN
<br />(1) GLAZING IN SWING DOORS, FIXED AND SLIDING PAN ELI OF SLIDING DOORS
<br />THE GROUT POUR Excmoa 5 FEET IN HEIGHT
<br />ASSEMBLIES -------------
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />SOIL TERMITE TREATMENT:
<br />ROOMS,
<br />ROOMS, BATHTUBS AND SHOWERS, GLAZING IN ANY P ORTION OF A BUILDING WALL
<br />THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING 16 LESS
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERE D TERMITICIDES, INCLUDING PESTICIDES
<br />THAN 60" ABOVE THE DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR wwr=Rl=
<br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR.OTWE R APPROVED PROTECTION LABELED FOR
<br />THE NEAREST VERTICAL EDGE 16 WITHIN A 24" RAP IUS OF THE DOOR IN A CLOSED
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
<br />POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN & 0" ABOVE THE FINISH FLOOR OR
<br />WALKING SURFACE
<br />A CERTIFICATE OF COMPLIANCE" SHALL ME 18suw'70 T HE BUILDING DEPARTMENT BY A LICENSED
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA MEL OTHER THAN THOSE LOCATIONS
<br />PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OC CUPANCY WILL BE ISSUED, THE CERTIFICATE
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE , THAT M EETS ALL OF THE FOLLOWING
<br />SHALL STATE: (PER 1I R320,I)
<br />(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREAT ER THAN 9 60, FT,
<br />(S) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
<br />THE 5UILD4NG WAS RECEIVED A COMPLETE TREATMENT 1I R THE PREVENTION OF SUBTERRANEAN
<br />(C) TOP EDGE GREATER THAN B&" ABOVE THE FLOOR
<br />TERMITES, THE TREATMENT 15 INACCORDANcE WITH THE RULES AND LAWS OFTHE FLORIDA DEPARTMENT
<br />(D) ONE OR MORE WALKING SURFACES WITHIN Bro" HORIZONTALLY
<br />OF AGRICULTURE AND CONSUMERS sERvicEs
<br />OF THE PLANE OF THE GLAZING
<br />IF: A REGISTERED TERMITICIDE BAIT SYSTEM 18 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION
<br />SECTION R320.1 THROUGH R320,1,6 DO NOT APPLY, 14 8 IGNED FIVER EYAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSfALLA TION, 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 INSTAI I PRIOR TO FINAL BUILDING APPROVA L PER FBC R320,11,1)
<br />GUTTER GUT THRU ROOF SECTION
<br />NOT TO SCALE
<br />'jiLan, I hl I lI 11111 111 1 111 1I h I I
<br />AIRK3jr ENGINEERI+NG INC.
<br />ST bTURAL ENGINEERS
<br />RIC-14A D L.h, Io�
<br />Mtn E.
<br />PLORIDA LICENSE NUMBER 31296
<br />1 HERBY CERTIFY T14AT THESE PLANS AND SPECIFICATIO NS
<br />WERE PREPARED 5Y ME OR UNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH CHAPTER Irv, SECTION 1609 0 IF THE
<br />FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST)
<br />WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004
<br />FLORIDA BUILDING CODE AND ALL 2005 4 2006 SUPPLEM ENT$
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