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GENERAL NOTES:
<br />T1416 BUILDING HA6 BEEN DESIGNED TO CONFORM TO THE FLORIDA BUILDING CODE 2001,
<br />ARKAY ENGINEERING INCs A REGISTERED LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANYs HAS APPLIED ' RATIONAL ANALYSIS' FOR THE 6TRLCTUR4L DESIGN
<br />OF THIS STRUCTURE
<br />THE BUILDING ( INCLUDING ALL COMPONENT$ AND CLADDINGS SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOAD$
<br />FLOORS+
<br />LIVE LOAD$ - 40 P -6 -P.
<br />DEAD LOADS - 10 P.B,F.
<br />GARAGE SLABS
<br />LIVE LOAD6 - 30 P.B.F.
<br />DEAD LOADS - 10 P.S.F.
<br />ROOFS
<br />LIVE LOADS (TRUE* TOP CORD) - 20 P.&F,
<br />DEAD LOADS (TRUE* TOP CORD) - b P-6-F, 18 P.B.F. WHEN TILE ROOF INSTALLED
<br />LNE LOAD (TRUSS 130TTOM CORP) - 10 P.B.F.
<br />WINDS ASSUMED TRU$$ SELF WEIGHT ( DEAD LOAD) - 1 P.6,F.
<br />BUILDING 16 DESIGNED TO CONFORM TO ASCO 1 -98, CHAPTER 6i PER FLORIDA BUILDING
<br />COOS 2001 SECTION 160611
<br />WIND DESIGN A68UMPTIONSs
<br />BUILDING EXPOSURE - 9
<br />BUILDING IMPORTANCE FACTOR ■ 1.0 ( CATEGORY II )
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EcPO6URE ADJUSTMENTS COEFFICIENT ■ b0
<br />ENCLOSED BUILDING
<br />INTERNAL PROWRM COEFFICIENT ■ / - 0.18
<br />SEE WIND SPEED INFORMATION STATED ON PLANS
<br />TYPE 3 CONSTRUCTION
<br />SOIL BF —ARING 4 COMPACTIONS
<br />THESE PLAN$ WERE DRAWN BASED UPON AN ALLOWA13LM SOIL BEARING CAPACITY OF
<br />2000 P.B.P.( MINIMUM ) THB CONTRACTOR/PROPERTY OWNER 16 R06PONSIOLM FOR VERIFYING
<br />THAT T1411 $OIL ON THE 61TO 16 PROPERLY PREPARED AND COMPACTED OUCH THAT IT CAN
<br />SUPPORT A 2000 P.B.F. FOUNDATION LOADING
<br />ARKAY ENGINEERING INC. A RIG16TERW LICENSED FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANYs DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
<br />61TE NOR PERFORMING ANY SOIL TESTING
<br />ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ASIUTY TO SUPPORT
<br />THE BUILDING LOAD$
<br />FOUNDATION 4 SLAS - ON - GRADE NOTI =B s
<br />BUILDING SITE SHALL 150 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.B.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 2500 E.B.F.
<br />REINFORCING 6TFEl., SHALL 110 GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A -619. LAP SPLICES, WHERE REQUIRED 614ALL BE A MINIMUM OF 29' FOR
<br />+3 RgSAR , 30' FOR 0 6 RWAR 4 33" FOR h REBAR
<br />PLANS ARE ENGINEERED FOR A MAXIMUM $TEMWALL HEIGHT OF 4 COURSES ( AFTER
<br />FINAL SITS GRADMCt) THE CONTRACTOR OR BUILDING OWNER SHALL PE ERMIN11 TWO
<br />EXACT 6TEMWALL HEIGHT BASE UPON 61TO CONDITION$ PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSE ARE REQUIRED
<br />A FOUNDATION SURVEY SHALL 130 PERFORMED AND A COPY OF TH0 SURVEY SMALL 05 ON SITE
<br />FOR TMM BUILDING INSPECTORS USE, OR AL! PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />STRING STRECTED FROM MARKER TO MARKER TO VERFIY REQUIRED 63T BACKS
<br />MASONRY UJALLSs
<br />CONCRETE MASONRY UNIT $HALL B0 HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C -90
<br />AND $HALL HAVE MINIMUM F'M OF 1300 P.8.1,
<br />• MORTAR SMALL CONFORM TO AOTMC -210 AND WALL 0E EITHER TYPE M OR 6
<br />REINFORCING STEEL SHALL 130 GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTMA -613. LAP SPLICES WHERE REQUIRED SHALL 13E A MINIMUM OF 25" FOR 00 RESAR
<br />30" FOR 0 6 REBAR AND 33' FOR 0 1 RESAR,
<br />GROUT FOR THE POURED CELLS AND LINTELS SMALL HAVE A MAXIMUM COURSE AGGREGATE 61211
<br />OF 3/8" PLACED AT 8 TO II INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
<br />2000 88,1- (WHEN TESTED PER AOTM C - 1019 )
<br />PROVIDE CLEAN OUT OPENINGS ( 12 $0, IN, ) IN CELLO CONTAINING SPLICED REINFORCEMENT. WHEN
<br />THE GROUT POUR EXCEED& 9 FEET IN HEIGHT
<br />ROOFING 4 FLASHINGSs
<br />ROOFING 6`ATEM AND FLASHING AS STATED IN PLANS MUST CONFORM TO CHAPTER 19 OF THE FLORIDA
<br />BUILDING CODE ML FLASHING SPECIFIC SECTION 1501,3,8 CONTRACTOR OR OWNER MUST PROVIDE WITH
<br />PLAN& SPECIFIC PRODUCT INFORMATION DETAILING INSTALLATION OF PRODUCT TO MEET WIND DESIGNS
<br />OF THIS SOT OF DRAWINGS,
<br />TIMBER MATERIALS:
<br />ALL TIMBERS MATERIAL$ SMALL Big AS FOLLOWSt
<br />Lyl 15FAMS SMALL 110 (I -W MCALLiSTER LVL MATERIALS MAROACTURED BY TRU66 J016T
<br />MACMILLAN (OR EQUAU
<br />LUMBER UTILIZED IN BOTTOM PLATO.+, TOP PLAT0 ,POST, STUD* PACK6 AND BEAM$
<br />SHALL BE 0 2 YELLOW PINE (OR BETTER)
<br />EXTERIOR AND INTERIOR LOAD BEARING STUD$ SHALL 80 0 1 SPRUCE (OR BETTER)
<br />ALL OTHER STUD$ SMALL 1311 "STUD GRADE" SPRUCE $PACE 16" OC, ALL SPLICES AT
<br />TOP PLATO MUST BE MINIMUM 4'O' AND NAILED 4" OC WITH YID COMMON NAILS
<br />P6L P06T 614ALL BE (1.80) PARALLAM PSL MATERIALS MANUFACTURES BY TRU66JOIOT
<br />MACMILLAN (OR EQUAL). 6EM P067 SUPPORT TABLE FOR LOAD VALUES.
<br />EXTERIOR WALLS SMALL 0M CONSTRUCTED WITH 1/2" PLYWOOD OR VIE" 0,8,0. ( 2-M-W RATING) NAILED
<br />WITH 8D NAIL6 SPACE AT 3" OC ALONG ALL HORIZONTAL JOINT6 AND EDGE*, 6" OC ALONG ALL VERTICAL
<br />JOINt$ AND EDGE$ AND 12" OC ALONG ALL INTERMEDIATE STUDS
<br />AT OPENINGS 3'0" WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUD* WITH (2) U6P OR SIMPSON
<br />LSTA24 *TRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION
<br />WITH U$P OR SIMPSON HTTi6 TENSION TIM,
<br />INTERIOR STUD WALL& TO So OF 2 X 4 n 6PFVX5 OR BETTER WITH $ INLEE 2 X 4 P.T.
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 n SPRUCE TOP PLATE WITH STUD$ SPACED
<br />MAXIMUM 24" 00, WAL16 TO HAVE V2' GYPSUM 00ARD EACH SIDE, WITH WALL$ AT
<br />GARAGE TO HAVE MINIMUM R -11 INSULATION
<br />ANCHOR WOOD 614MAR WALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT200 TENSION TIM AT EACH
<br />END OF WALL 6EGMENT6 AND AT ANY WALL SEGMENT INTERSECTION ( BUILDING CORNERS)
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST 00 COMPLETE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING TH13 FRAMING INSPECTION.
<br />IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
<br />U6P OR SIMPSON CONNECTORS SHOWN
<br />THE CLIENT UNDEROTANDO THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L066E6 AND
<br />EXPENSES (INCLUDING REAWMA131.E ATTORNHY FEES) ARISING OUT OF OR RESULTING FROM THIS
<br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWING6, BUT IN THB EVENT ERRORS OCCUR THE DESIGNER WILL NOT 116 LIABLE FOR COOT OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />SOIL TERMITE TREATMENTs
<br />INITIAL 6011. POISONING TREATMENT SHALL BE DONE AFTER AEI. EXCAVATION
<br />BACKFIL.ING 4 COMPACTING ARE COMPLETE (PER FSC 1816.1.1)
<br />ANY SOIL 016TUROEV AFTER THE INITIAL TREATMENT SHALL 00 RE TREATED
<br />( INCLUDING ANY BOXED OR FORMED AREA*) (PER FOC 18161.2.)
<br />BOXED AREA$ IN T140 CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL 00 MADE
<br />WITH PERMAME IT METAL OR PLASTIC FORMS. PERMAM04T FORMS MUST 013 OF AN ADEQUATM
<br />SIZE 4 DEPTH TO ELIMINATE ANY 016TUFMANON OF THE $OIL AFTER THE INITIAL TREATMENT
<br />(PER FSC 1816.1,3)
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, Rif TREATMENT SMALL
<br />MO. REQUIRED (PER FOG 1816.1-4)
<br />ALL BUILDINGS ARE REQUIRED TO HAYN A PRE CONSTRUCTION TERMITE TREATMENT
<br />(PER F00I816AV
<br />AFTER ALL WORK 16 y C � OMPLETE ANY LOOSE WOOD AND FILL MUST SO REMOVED FROM
<br />BELOW AND WITH K
<br />IN " OF THE BUILDING, T14I6 $HALL INCLUDE ALL GRADE STAKES TUB
<br />TRAP BOXES, FORM$, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
<br />(PER FOC 2303.1.3)
<br />NO WOOD VEGETATION, STUMPS, CARDBOARD, TRASH, ETC, SMALL DO BURIED WITHIN 19' O"
<br />OF ANY BUILDING OR PROPOSED BUILDING (PER FOC 23091.4)
<br />ANY CONCRETE OVER POUR MORTAR OR STUCCO MATERIAL6 ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FOC 1816.1.9)
<br />EXTERIOR SOIL TREATMENT MUST 00 APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF THE STRUCTURE BIDE WALL$ (PER FBC 1816.1.6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 16
<br />COMPLETE ( INCLUDING LAND$CAPiNG AND IRRIGATION) ANY $OIL DISTURBED AFTER THE
<br />VERTICAL BARRIER 16 APPLIED, SHALL 95 RETREATED (PER FOG 1816,14)
<br />IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL R16ER6 AND SPRAY HMAO6 SHALL NOT SO
<br />INSTALLED WITH 12" �OF THE BUILDING 6100WALLO (PER FBC 1303,4.4)
<br />CONDENSATE AND ROOF DOWN SPOUT* DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />SIDE WALL$ (PER MC 1303.4.4)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING f EXCEPTIONSs PAINT AND DECORATIVE
<br />CEMENTITIOU6 FINISH LESS THAN 9/8' THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE SHALL NOT BE LE66 THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER FOC 1403.1-6)
<br />A " CERTIFICATE OF COMPLIANCE" SHALL 1311 ISSUED TO THE BUILDING DEPARTMENT MY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL SO ISSUED. THE CERTIFICATE
<br />SHALL STATES (PER FBC 181911)
<br />" T1411 BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION VENTION OF SUBTERRANEAN
<br />TERMITES. 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 R0 INSPECTION
<br />AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED, THE SIGN SHALL 1511 P06TW NEAR THE WATER
<br />HEATER OR ELECTRICAL PANEL (PER F15C 104,2.6)
<br />ROOF TRUSSES
<br />2 X 8 CUT TO FIT BETWEEN TRUSSES
<br />ANCHORED TO BLOCK WALL WITH
<br />, 1/2' X S' ANCHOR BOLTS 32" OC
<br />NAIL TRUSSES ALONG BOTTOM —
<br />00RD WITH 120 COMMON NAILS
<br />12' OC
<br />R -19 INSULATION
<br />0 (TYP) 1/2" GYPSUM CEILING BOARD
<br />3/4' P.T. FURING STRIP AND I LAYER 3/6' 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 />3/4' P.T. FURING STRIP AND I LAYER 3/6' 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 />"3 VERTICAL RODS A$
<br />SHOWN ON FOUNDATION
<br />PLAN
<br />!2) "S RESAR ON
<br />\ 1111 III (TYP) 4' CONCRETE SLAB
<br />------------------ -- ------------------ -'---------- ---- - - - - --
<br />1 4 11
<br />24'
<br />i DOUR ISLOCK FIRE WALL DETAIL
<br />TRU8SE8s
<br />IF THE CONTRACTOR , TF"6 MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL RMVI60 THE
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC 16
<br />REQUIRED to REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THIN
<br />DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />(TYP) 1/2' GYPSUM CEILIXrx BOARD
<br />CAULK DOOR FRAME PER YOUR
<br />MANUFACTURES RECOMMENDATIONS
<br />EXTERIOR WINDOWS 4 DOORSs
<br />ALL EXTERIOR WINDOWS 4 GLASS DOOR$ OR ENTRANCE DOOR SMALL BE TESTED IN ACCORDANCE WITH
<br />AN6VAMMA/NWWOA 101/162 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING T140 MANUFACTURE
<br />PERFORMANCE CHARACTER16T1C6 AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SMALL 811 TEST OR ENGINEERED TO TRANSFER
<br />L5 TIMES THE DESIGN LOAD$ TO THIN ROUGH OPENING SUBSTRATE
<br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
<br />ELECTRICAL, PLUM3ING, 4 MECHANICALs
<br />IN ACCORDANCE WITH CHAPTER 41L003 (2) (U OF THE FLORIDA ADMINISTRATIVE CODES ELECTRICAL
<br />PLUMBING AND MECHANICAL 6Y6TEM6 SMALL 00 DE61GNW BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES. TWO ELECTRICAL, PLUMBING AND MECHANICAL 6Y6TEM6 DRAWN HERON
<br />ARE BA60 UPON A 056IGN PROVIDED BY T140 OWNER TO ADDRESS H161NER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCA11ONS SHALL 00 WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOM$ 1 FIXTURES SMALL 1311 WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"AEI" CIRCUIT
<br />SMOKE DETECTORS 6HALL 00 PLACE IN EACH BEDROOM AND
<br />ATTACH MINIMUM 3/4" P.T. BUCK STRIP
<br />THAT 18 THE MINIMUM WIDTH OF YOUR
<br />WINDOW FRAMI: USING .09'1 X 1 3/8"
<br />T- NAILS MAXIMUM I0" OC
<br />N
<br />IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING CAULKED WINDOW PER YC
<br />AREAS WINDOW MANUFACTURES 6
<br />SAFETY GLAZINGs RECOMMENDATIONS TO M
<br />LOAD AND COMPRESSION
<br />THE FOLLOWING $HALL BB CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF FOR YOUR JOB LOCATION
<br />GLAZING
<br />(1) GLAZING IN SWING DOOR$, FIXED AND SLIDING PANEL OF SLIDING DOORS
<br />ASSEMBLIES
<br />(2) GLAZING IN DOORS AND E401-06URES FOR HOT TU0*, WHIRLPOOLS, SAUNAS, 6tMAM
<br />ROOM$, BATHTUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE T140 BOTTOM EDGE OF THE GLAZING 16 L06
<br />THAN 60' A00VO THE DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE 16 WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED
<br />POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN 60" ABOVE T1411 FINISH FLOOR OR
<br />WALKING SURFACE
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATION$
<br />DESCRIBED IN ITEM* (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />(A) EXP06ED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 60. FT,
<br />(I3) BOTTOM EDGE LE66 THAN •10" ABOVE THE FLOOR
<br />(C) TOP WOE GREATER THAN 36" AOOVO THE FLOOR
<br />(D) ONE OR MORE WALKING 6URFACE6 WITHIN 36' HORIZONTALLY
<br />OF THE PLANS OF THE GLAZING
<br />DRAFTSTOPPINGs
<br />IN 61NGL11 PAMILY DWELLINGS, DRAFT6TOPPINGS SHALL 0E PROVIDED ( PARALLEL TO THE MAIN
<br />FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING USEABLE $PACE$, DRAFT6TOPPING
<br />SHALL 155 CONSTRUCTED SUCH THAT THIN FLOOR / CEILING A06P. OLOY 16 BROKEN UP INTO TWO OR MORE
<br />APPROXIMATED AREAS WITH NO ARMA GREATER THAN 300 6Q.FT,
<br />ATTIC ACCESSs
<br />ATTIC 6PACE6 SMALL BE PROVIDED WITH AN INTERIOR ACCESS OPENING NOT LEE$ THAN
<br />22'X36 ACCESS OPENING SHALL 110 ACCE661SLO AND PROVIDE WITH A LID OR DEVICE
<br />THAT 16 EASILY REMOVED OR OPENED, WHEN MECHANICAL EQUIPMENT 16 INSTALLED IN
<br />THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH MECHANICAL CODE
<br />ACCESS 1* NOT REQUIRED WHEN THE CLEAR HEIGHT OF THE ATTIC SPACE , MEASURED
<br />AT T140 ROOF PEAK 1$ LESS THAN 24'.
<br />SECURING PREHUNG TO BUCK STRIPS
<br />PER YOUR MANUFACTURES INSTRUCTIONS
<br />TO MEET WIND LOADS AND COMPRESSIONS
<br />RATINGS FOR YOUR JOB LOCATION, ALL
<br />ANCHOR $CREWS MUST PENETRATE BLOCK
<br />WALL A MINIMUM OF 1 1/4" AND THERE 614ALL
<br />BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
<br />AND DOOR JAMB ,
<br />L
<br />I 1
<br />BLOCK DOOR ATTACHMENT DETAIL
<br />FILLED CELL (TYP) N, III 1 I
<br />r
<br />oll CMU W/ 3000 PSI ( 1
<br />CONC 4 LINTIEL W/
<br />1 0 39 MIN. LAP 30" I I
<br />IBM /WALL CONN
<br />DBL 2 X 12 0 2 PINE BEAM WITH ONE ARKAY ENGINERING INC.
<br />LAYER 1/2" CDX IN CENTER STRUCTURAL ENGINEERS
<br />RICHARD L. KIDDEY P.E.
<br />FLORIDA LICENSE NUMBER VMS&
<br />I HERBY C04TIFY THAT THESE PLANS AND SPECIFICATION$
<br />WAS PREPARED BY M0 OR UNDER MY DIRECT SUPERVISION
<br />ARM IN COMPLIANCE WITH T140 FLORIDA BUILDING CODE 2001
<br />FOR 110 MPH ( 3 SECOND GU6T ) WIND ZONE - 90 MPH FASTEST
<br />$PFD
<br />BLOCK WINDOW ATTACHMENT DETAIL
<br />SIMP60M M15HA3.56/11.23" HANGER
<br />OR EDUAL F ILL ALL NAIL 1401.58 —
<br />TO 5EAM WITH 100 X 1 1/2" TYPICAL
<br />TRUSS NAILS
<br />STEEL PLYCLIPS
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />PLYWOOD NAILED AS SHOWN 16 DESIGNED TO
<br />WITH STAND MAXIMUM WIND LOAD RATING OF
<br />130 MPH
<br />ATTACH MINIMUM 3/4" P.T. BUCK
<br />STRIP THAT 16 THE MINIMUM WIDTH
<br />OF DOOR FRAME USING .O91XI 3/8"
<br />T- NAILS MAXIMUM 10" OC.
<br />3/+" A301 ANCHOR BOLT 3 3/8" FROM OF EDGE
<br />O OLOCK WALL WITH MIN, 6 EMBEDDED
<br />IN 3000 PSI CONCRETE GROUT
<br />11
<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 OF
<br />1 1/4" AND THERE SHALL 1.3E A MAXIMUM 1/4"
<br />SPACE BETWEEN BUCK AND WINDOW FRAME
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<br />UNIT 0 1
<br />LIVING 816.0
<br />ENTRY 42,(o
<br />TOTAL 858,6
<br />W411 "i
<br />LIVING 800.0
<br />ENTRY 20,0
<br />TOTAL 820.0
<br />TOTAL 1618,6
<br />P�
<br />4OF4
<br />ARKAY 753 11
<br />
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