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GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE FLORIDA BUILDING CODE 2001.
<br />ARKAY ENGINEERING INCs A REGISTERED LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING CO MPANYs HAS APPLIED ' RATIONAL ANALYSIS' FOR THE STRUCTURAL DESIGN
<br />OF THIS STRUCTURE
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS SHALL ME DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS
<br />FLOORO,
<br />LIVE LOADS - 40 P.B.F,
<br />DEAD LOADS - 10 P.B.F.
<br />GARAGE SLABS
<br />LIVE LOADS - 50 P.&F,
<br />DEAD LOADS - 10 P.S.F.
<br />ROOFs
<br />LIVE LOADS (TRUSS TOP CORD) - 20
<br />DEAD LOADS (TRUSS TOP CORD) - 10 P.B.F. 18 P.S,F, WHEN TILE ROOF INSTALLED
<br />LIVE LOAD (TRUSS BOTTOM CORD) - 10 P.S.F.
<br />WINOS A88UMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.B,F,
<br />BUILDING 16 DESIGNED TO CONFORM TO ASCE 1 -98, CHAPTER 6s PER FLORIDA BUILDING
<br />CODE 2001 SECTION 1606.1.1
<br />WIND DESIGN ASSUMPTIONSs
<br />BUILDING EXPO6URE - B
<br />BUILDING IMPORTANCE FACTOR ■ 1.0 ( CATEGORY II )
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT ■ 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT ■ . / - 0,18
<br />Site WIND SPEED INFORMATION STATED ON PLANS
<br />TYPE 5 CONSTRUCTION
<br />SOIL BEARING 4 COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL SEARING CAPACITY OF
<br />2000 P.B.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER 16 RESPONSIBLE FOR VERIFYING
<br />THAT THE SOIL ON THE SITE 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.S.F. FOUNDATION LOADING
<br />ARKAY ENGINEERING INCs A REGISTERED LICENSED FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANYs DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY SOIL TESTING
<br />ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION 4 SLA5 - ON- GRADE NOTES :
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:,
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, $HALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. $LAM
<br />SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />AND TERMITE POISONIED 801E
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 2500 P.B.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 />0 5 REBAR , 30" FOR f6 REBAR / 35" FOR •1 RE13AR
<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 6TEMWALI- HEIGHT BABE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSE ARE REOUIREED
<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 ME EXPOSED AND A
<br />STRING 6TRECTEED FROM MARKER TO MARKER TO VERFiY REQUIRED SET BACKS
<br />MASONRY WALLSs
<br />CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH A6TM C -90
<br />AND 614ALL HAVE MINIMUM F'M of 15o0 P.S.I.
<br />MORTAR SHALL CONFORM TO ASTMC - 210 AND $HALL BE EITHER TYPE M OR 6
<br />REINFORCING STEEL SHALL DE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTMA -615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 0 5 REBAR
<br />30' FOR 0 6 REBAR AND 35' FOR 0 1 REMAR.
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8' PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
<br />2000 P.S.I: ( WHEN TESTED PER ASTM C -1019 )
<br />PROVIDE CLEAN OUT OPENING$ ( 12 $0. IN. ) IN CELL& CONTAINING SPLICED REINFORCEMENT. WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
<br />ROOFING 4 FLASHING&
<br />ROOFING SYSTEM AND FLASHING AS STATED IN PLANS MUST CONFORM TO CHAPTER 15 OF THE FLORIDA
<br />BUILDING CODE 200L FLASHING SPECIFIC SECTION 15013.9 CONTRACTOR OR OWNER MUST PROVIDE WITH
<br />PLANS SPECIFIC PRODUCT INFORMATION DETAILING INSTALLATION OF PRODUCT TO MEET WIND DESIGNS
<br />OF TH16 SET OF DRAWINGS.
<br />TIMBER MATERIALS=
<br />ALL TIMBERS MATERIALS 6HALL BE AS FOLLOWS,
<br />LVL SEAMS 614ALL BE (1.90) MCALLISTER LVL MATERIALS MANUFACTURED BY TRUSS J018T
<br />MACMILLAN (OR EQUAL)
<br />LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATER ,POST, STUDS PACKS AND BEAMS
<br />SHALL BE +2 YELLOW PINE (OR BETTER)
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL 3E 0 2 SPRUCE (OR BETTER)
<br />ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE SPACE 16" OC. ALL SPLICES AT
<br />TOP PLATE MUST BE MINIMUM WO" AND NAILED 4" or, WITH 120 COMMON NAILS
<br />SOIL TERMITE TREATMENTS
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
<br />OACKFILLING t COMPACTING ARE COMPLETE (PER FMC 1816,1,)
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE TREATED
<br />( INCLUDING ANY 150XED OR FORMED ARM") (PER FBC 18161.2.)
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMAMENT METAL OR PLASTIC FORMS. PERMAMENT FORMS MAST BE OF AN ADEQUATE
<br />SIZE t DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT
<br />(PER FMC 1816,113) .
<br />A MINIMUM Co MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR 15ARRIER PLACEMENT, RE TREATMENT SHALL
<br />BE REQUIRED (PER FMC 1816.1.4)
<br />ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONSTRUCTION TERMITE TREATMENT
<br />(PER FBC181611.1)
<br />AFTER ALL WORK 16 COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELO 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 FOC 2303,63)
<br />NO WOOD VEGETATION, STUMPS, CARDBOARD, TRASH, ETC, SHALL DE BURIED WITHIN 15' O"
<br />OF ANY BUILDING OR PROPOSED BUILDING (PER FDC 23031.4)
<br />ANY CONCRETE OVER POUR MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR $OIL TREATMENT (PER FMC 1816.63)
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12' OF THE *TRUCTURO SIDE WALLS (PER FBC 1816.1.6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL DIE INSTALLED AFTER CONSTRUCTION 18
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL 016TURDED AFTER THE
<br />VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FMC 1816.1.6)
<br />IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT ME
<br />INSTALLED WITH 12 OF THE BUILDING 61DEWALL6 (PER FBC 1303.4.4)
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />SIDE WALLS (PER FMC 1503.4.4)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS= PAINT AND DECORATIVE
<br />CEMENTITIOUS FIN16W 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 1403.1.6)
<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 STATES (PER FMC 1815.1.1)
<br />° THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITE&, THE TREATMENT 16 INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICE&
<br />A PERMAMENT SIGN THAT IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE INSPECTION
<br />AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED, THE SIGN SHALL BE POSTED NEAR THE WATER
<br />HEATER OR ELECTRICAL PANEL (PER FBC 104.2.6)
<br />TRUSSES
<br />IF THE CONTRACTOR, TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANE ARKAY ENGINEERING, INC 16
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE
<br />DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />I HOUR BLOCK FIRE LJALL DETAIL
<br />P61- POST SHALL BE MOM) PARALLAM PSI- MATERIALS MANUFACTURES BY TRUSOJOIOT
<br />MACMILLAN ( OR EQUAL), SEE P08T SUPPORT TABLE FOR LOAD VALUES.
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH V2" PLYWOOD OR 1/16" 0.3.13. ( 2-M 'J RATING) NAILED
<br />WITH 8D NAILS SPACE AT 3' OC ALONG ALL HORIZONTAL JOINT& AND EDGER, 6" OC ALONG ALL VERTICAL
<br />JOINTS AND EDGES AND 12" OC ALONG ALL INTERMEDIATE $TUDB
<br />AT OPENINGS 5'O" WIDE OR LARGER $TRAP HEADER BEAM TO THE HEADER STUD$ WITH (2) USP OR SIMPSON
<br />LOTA24 STRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION
<br />WITH USP OR SIMPSON HTTI& TENSION TIE,
<br />INTERIOR STUD WALLS TO BEE OF 2 X 4 0 2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 +2 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 />ANCHOR WOOD SHEAR WALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT200 TENSION TIE AT EACH
<br />END OF WALL SEGMENT$ AND AT ANY WALL SEGMENT INTERSECTION ( BUILDING CORNERS)
<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 CONNECTOR$ MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
<br />USP OR SIMPSON CONNECTOR& SHOWN
<br />EXTERIOR WINDOWS 4 DOORS:
<br />ALL EXTERIOR WINDOWS ! GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH
<br />ANSVAMMA/NWWDA 10VI82 STANDARD AND BEAR AN AMMA OR WOMA 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 MECHANICALs
<br />IN ACCORDANCE WITH CHAPTER 411,003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODEs ELECTRICAL
<br />PLUMBING AND MECHANICAL 6Y6TEM8 SHALL ME DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES, THE ELECTRICAL.., PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE SASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRE66 HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOM$, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "CFI' CIRCUIT
<br />2 X 0 CUT TO FIT BETWEEN TRUSSES
<br />ANCHORED TO BLOCK WALL WITH
<br />I/2" X 8" ANCHOR BOLTS 32" OC
<br />NAIL TRUSSES ALONG BOTTOM —
<br />CORD WITH 12O COMMON NAILS
<br />12' OC
<br />ROOF TRUSSES
<br />R -19 INSULATION
<br />(TYP) 1/2" GYPSUM CEILING BOARD
<br />3/4' P.T. FURING STRIP AND I LAYER 5/6' TYPE
<br />X DRYWALL EACH SIDE OF BLOCK WALL AND ON
<br />ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF
<br />ROOF SHEATHING ABOVE
<br />(2) "5 REBAR ON
<br />"5 VERTICAL RODS AS
<br />SHOWN ON FOUNDATION
<br />PLAN
<br />\ III II III (TYP) 4" CONCRETE SLAB
<br />--------------- - - - - -- -- --------------------------------- - - - - --
<br />1 �- 1
<br />24"
<br />ATTACH MINIMUM 3/4" P.T. BUCK STRIP
<br />THAT 18 THE MINIMUM WIDTH OF YOUR
<br />WINDOW FRAME USING .OS1 X 1 3/8"
<br />T- NAILS MAXIMUM 10" OC
<br />(TYP) 1/2" GYPSUM CEILING BOARD
<br />3/4' P.T. FURING STRIP AND I LAYER 5/6" TYPE
<br />X DRYWALL EACH SIDE OF BLOCK WALL AND ON
<br />ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF
<br />ROOF 614EATHING ABOVE
<br />SECURING WINDOW TO BUCK STRIPS PER
<br />YOUR MANUFACTURES INSTRUCTION TO MEET
<br />WIND LOAD AND COMPRESSION RATINGS FOR
<br />YOUR JOB LOCATION, ALL ANCHOR SCREWS
<br />MUST PENETRATE BLOCK WALL A MINIMUM or-
<br />1 1/4" AND THERE SHALL BE A MAXIMUM 1/4"
<br />SPACE BETWEEN BUCK AND WINDOW FRAME
<br />ALL ELECTRICAL OUTLETS IN BEDROOM$ ! FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />'AFT' CIRCUIT
<br />SMOKE DETECTORS $HALL BE PLACE IN EACH 13E GROOM AND
<br />IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING CAULKED WINDOW PER YC
<br />AREAS
<br />WINDOW MANUFACTURES 6
<br />SAFETY GLAZING: RECOMMENDATIONS t0 MI
<br />LOAD AND COMPRESSION
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF FOR YOUR JOB L OCATION
<br />GLAZING
<br />(1) GLAZING IN OWING DOORS, FIXED AND $LIVING PANEL OF & LIDING DOORS
<br />ASSEMBLIES
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR 140T TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOM*, ISATHTU156 AND $ HWNER&, GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING 16 LESS
<br />THAN 60' ABOVE THE DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VORTICAL EDGE 16 WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED
<br />P061TION AND W1406E BOTTOM EDGE 16 LE88 THAN 60" ABOVE THE FINISH FLOOR OR
<br />WALKING SURFACE
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANES. 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 />(M) 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 />DRAFTSTOPPINGs
<br />IN SINGLE FAMILY DWELLINGS, ORAFTOTOPPING$ SHALL BE PROVIDED ( PARALLEL TO THE MAIN
<br />FRAMING MEMBER$) IN FLOOR / CEILING ASBEMBLIE$ SEPARATING UORA151 -3 SPACES. DRAFT6TOPPING
<br />$HALL BE CONSTRUCTED OUCH THAT THE FLOOR / CEILING A88EMBLEY 1$ BROKEN UP INTO TWO OR MORE
<br />APPROXIMATED AREAS WITH NO AREA GREATER THAN 500 SQ.FT,
<br />ATTIC ACCESS:
<br />ATTIC SPACES SHALL ME PROVIDED WITH AN INTERIOR ACCESS OPENING NOT LESS THAN
<br />22 "X36 ACCESS OPENING SHALL DE ACCESSIBLE AND PROVIDE WITH A LID OR DEVICE
<br />THAT 16 EA REMOVED OR OPENED, WHEN MECHANICAL E(2UIPMNT 16 INSTALLED IN
<br />THE ATTIC, IT &HALL BE INSTALLED IN ACCORDANCE WITH MECHANICAL CODE.
<br />ACCESS 16 NOT REQUIRED WHEN THE CLEAR HEIGHT OF THE ATTIC SPACE , MEASURED
<br />AT THE ROOF PEAK 18 LESS THAN 24
<br />SIMPSON M5HA3.E:6 /11.25" HANGER
<br />OR EQUAL FILL ALL NAIL HOLES TO BEAM WITH 100 X 1 1/2" TYPICAL
<br />TRUSS NAILS
<br />STEEL PLYCLIP$
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />PLYWOOD NAILED AS SHOWN 18 DESIGNED TO
<br />WITH STAND MAXIMUM WIND LOAD RATING OF
<br />130 MPH
<br />ATTACH MINIMUM 3/4" P.T. BUCK
<br />STRIP THAT 18 THE MINIMUM WIDTH
<br />OF DOOR FRAME USING .091X1 3/8"
<br />T- NAILS MAXIMUM 10" 00,
<br />CAULK DOOR FRAME PER YOUR
<br />MANUFACTURES RECOMMENDATIONS
<br />BLOCK DOOR ATTACHMENT DETAIL
<br />sse�bss� ass
<br />17
<br />FILLED CELL (TYP)_
<br />8" CMU W/ 3000 PSI
<br />CONC t LINTEL lJ/
<br />1 0 60 MIN. LAP 30"
<br />3r4 A301 ANCHOR BOLT 55/8" FROM OF EDGE
<br />OF BLOCK WALL WITH MIN, 6" EMBEDDED
<br />IN 3000 PSI CONCRETE GROUT
<br />II •
<br />I I
<br />II
<br />I I
<br />BBL 2 X 12 #2 PINE BEAM WITH ONE
<br />LAYER 1/2" CDX IN CENTER
<br />13M /WALL CONN
<br />THE CLIENT UNDERSTAND$ THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDE]MNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) AR161NG 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 />BLOCK WINDOW ATTACHMENT DETAIL
<br />SECURING PREHUNG TO BUCK STRIPS
<br />PER YOUR MANUFACTURES INSTRUCTIONS
<br />TO MEET WIND LOADS AND COMPRESSIONS
<br />RATINGS FOR YOUR J05 LOCATION. ALL
<br />ANCHOR SCREWS MUST PENETRATE BLOCK
<br />WALL A MINIMUM OF 1 1/4" AND THERE SHALL
<br />BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
<br />AND DOOR JAMB
<br />ICI ICI
<br />ARKAY ENGINEERING INC,
<br />STRUCTURAL ENGINEERS
<br />RICHARD L. KIODEY P.E.
<br />FLORIDA LICENSE NUMBER 31286
<br />I WER133Y CERTIFY THAT THESE! PLANS AND SPECIFICATION$
<br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001
<br />FOR 110 MPH ( 3 SEC-ONO GUST ) WIND ZONE - 90 MPH FASTEST
<br />SPED
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<br />UNIT * 1
<br />LIVING 816,0
<br />ENTRY 42,6
<br />TOTAL 859.6
<br />LIVING 800.0
<br />ENTRY 20.0
<br />TOTAL x20.0
<br />TOTAL 161$.6
<br />FIG
<br />4OF4
<br />ARKAY N 753 I
<br />
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