|
i►. NMAl NOT 15:
<br />i!6 ELL ILDiN4 M49 Of0i DE6IGNE0 TO GONFOW TO T148 FLORIDA BUILDiNG Coca 2001.
<br />APXAYf Aw4 Nuj*jNG INC, A Res ?etERE L TEE IBED, F1.ORK?A PROFE64 9TRUCT1,0AL,
<br />E1GiNF RNr3 d HA6 APP! )E ? ' RAtIONAI ANALY616 FOR STRUCTURAL dESIGN
<br />OV TH!4 60ZLICTI,iR9
<br />T141I ft1 L Va+3 f tNCLUDWG COMPONENTS AND CLADDING$ SMALL 1511 DESIGNED FOR NO
<br />FOLLOWNG 6UPE klPOSED LOAf39
<br />WE LOA06 • 40 PAP,
<br />DEAD L6406 - 10 P.6.1s,
<br />GARAGE 6LA.H+
<br />L.EY11 LOADS - 80 P.O.P.
<br />DEAD LOADS - 10 POP,
<br />ROOFS
<br />WB LOAD* (tRU0 TOO CORD) - 20 B.B.P.
<br />DEAD LOAC6. (TAM TOP C)00) • b P-6-P, 16 P. 0.0. WHEN TIL O ROOF INSTALLED
<br />L,IVB kO (TRUSS aoirvM CORD) - IG P.$.
<br />WiND� A66uMFO Tt4U88 SAO WEIGHT ( DEAD LOAD) . 1 P,$.P.
<br />QUWNG 16 DE$WiE•p TO CONFORM TO A6011 1 -38, CHAPTER 6s PER FLORIDA BUIL ONG
<br />Coon 2001 I6gCTION 1406.1.1
<br />WIND DEOW A66UMPT10N8s
<br />%;LONG E!�XP0OWP - 13
<br />LNUW NO; "OATANCO IlACTOR - LO ( CATEGORY U )
<br />MEAN ROOM HEk41Nt 30' CR LEE*
<br />1 {E1CtMt i E' PQrItURlE Ap, irl- lF1•t1$ COEFFic-sw • to
<br />ENCL.Q6ED PJF I%.QANG
<br />NtlU2NAL: �'f2E;�4f?11 GOF3�iCIC..t' lT . • / • 0.18
<br />0E$ WIND 6fUp (NfORMAt1014 6TATED ON PLAN$
<br />TYPE 3 'CON6TjkV�,'rQN
<br />$OI 13014IN43 4 COMPACTION: .
<br />NESS FNAN9 WWS DRAWN l;4A8€O UPON AN ALLOakOI 4 40h. 15EAR11Nfb CAPACITY OF
<br />2000 P,$ :L*( Mtt H M ) Ng CONTRAOTO"RopEnTY oWNNERR IS RESPONSIBLE FOR vERiFXING
<br />THAI' 1140.SOIL- ON THS SITS• 16 PROPERLY OkPARW AND COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2004 P.6.P: FU 40AttON LOADING
<br />AF.KAY 1 NGINLXRM4 INC A R115016TERE0 L.KEN8E0 FLORIDA PROFE481ONAL STRUCTURAL
<br />P 41NWkNO 'COMPANYiI 096 4NED THESE F0i00At1ON6 WITHOUT VI SITNG T1411 CONSTRUCTION
<br />NTS NdA PERFOR?ING ANY 661L TESTING
<br />ARKAY PKJD -EKING INC SHALL NOT BA RESPONSIBLE FOR T1411 SITE SOiL ABILITY TO SUPPORT
<br />NO M4.001 LOADS
<br />FOUNQATiON 4 8 o4s + ON- GRADE NOTES
<br />BUwINJ SIT* 6HAU. Off 4CRAPE 0 TO RF. IOVS ALL ORGANIC MATE3R1AL6•.
<br />ANY ADpIt101JAL FILL PL.ACEp ON THE*. OUiLDING PAD AROA, 4HAL.L BE COMPACTEP
<br />OV-N TV,4T IT CAN A0401ATRLY SUPPORT A 2000 P.B.P. FOUNOXION LOADING. 6L,AB
<br />$HALL 15,E PL.AC11 OVO$ A 4 MiL VAPOR BARRIER ON CLEAN A06MATE LY COMPACTED
<br />AND To*"IIT11 POi60NF,D SON.
<br />CONCAV-9 U`1` T•H , FOUNDATION AND SLAO6 6HALL HAYS A MINIMUM 28 DAY
<br />COML�RI �B('rE 6TRE+3T14 OP 2WO P.S.P.
<br />RENFQR ING1 6TREL SMALL Oil WADS 40 MINi'MM ANp IpR IFIEP iN ACCORDANCO
<br />UT14 ASt'i'1 A -66. PP 60L.Ic ctt% W1-IEREE RC 4HALL 611 A MUNIMIUM OP 26' FOR
<br />1 e3 REt' A , 30' FOR 0 6 REOAR 1 33' OOA 6 1 REOAR
<br />PLANS ARE ENGINEERE O FOR A MAXi1JI 6TE�'EWALL HEIGHT OP 4 COURSE$ ( AfT'E R
<br />FINN. Sit GRA OM) Nlf GONIRACTOR QR OUILDING GtlINER $HALL DETERJ-1N13 N11
<br />IV AQT 0* 1400HI IJAOS UPON BITE CONDITIONS PRIOR TO POUV4 TPS FOUNDATION
<br />AND COTACT ARKAY ENG1N1<FR14 WHEN MORE T1 -IAN 4 COURSE ARE RE MIAW
<br />A FOUNDATION SURY15Y OHALSl• Of PERFOI;WW AND A COPT' 0 TWO 6URvlFs f SMALL 04 ON SITE
<br />FOR 7144 OW11i .W6PE:GT�� U0 , OR A" PROPERTY MARKERS SHALL 1511 1T3<PO6E o AND A
<br />6TAI) 4 6TIRECCTE 0 FRO•f M' A RkER TO MARKER TO `.(p;ZRY RMTAEO SET E ACK6
<br />MAOONRY UVALL01
<br />COrrCPAT$ M%$QNI�Y. *J L! Oil! WaLow UNT MA$ONRY BN ACCORDANCS uNTH A&TM C -w
<br />AN6 "•. HAVA HlH P'M
<br />MORTi> #)A1j..CONFON4 TO A4 TMOi. -rO ANL3 SMALL ON EJ114ER TY PE M OR 6
<br />REtNFGFtC QTEEl. 4 *RA6111 MINIMUM AND IDENTIFIEQ M ,ACCORDANCN
<br />tUIfiN AST" -$13. LAP= WL41 It J Eli 6HALL 1511 A M NIMUM OF 25' FOlk -5 REOAR
<br />30' Ft's ►6 E�',aR ANt3 3'S FOtR � R1
<br />GIROUI` FOR Two 000keO r,46 AND l,wtE $SHALL HAVE A P?AXIMUi -t CouR6t AG4REGATEE 41211
<br />OM .w I0`AT;6 11 INCH SLUMP AND HAVO A MIAA All 26 DAY COMPRE66EV$ STl�tQNGTH OF
<br />2000 P.8 WHEN ( WH tt6tEO PER A691 C-10i9 )
<br />ZWo QVp I afm O1)' O PINW46 t n � lK ) M CELLS CONTAINING SPLICE) REINFORCE MEN WHENN
<br />ol F�EUR EXGE 11,•1 FEW 14 HEIGHT
<br />ROOOIN.G 4 FLA6NIN*6s
<br />g0�11JCE1 �1fQ?EF Atha R,A6�aNJ4 A6 6TA N KLANO MU614ONFORM TO CHAPT9A 4 OF 71411 FLORIDA
<br />iLDMdr t� 200L FLAQi -EIT4U 6P 4IE=kt TION 0t3.9 CONTRRACTOR OR OWNER MU6T PROVIDE uIiTH
<br />, FIO PR0054t IWAHATiON AILING iN6tALLAtioN OF PRODUCT TO MEET WIND DESIGN6
<br />DIE TNIb 4�[t OP DRAyItNC�. .
<br />TIM691 MA TtWALO1
<br />ALL TiMI0 Q6 MAT EIR1464MALL 1'm A$ FOLLOWS,
<br />l.YLr 4HAL L. (i.9P) MCA! Li @TER Lvb MATERIALS r1ANLIFACTURED HY TRU89 J016t
<br />f u!IC 11 v
<br />M{
<br />LUMEN, f! I )' ITV0M PL.AfK TOP PLATF6 P061, 6TUD6 PACK81 AND 1511AM6
<br />61.441 i+0 Ys PINS (OR ESELngk)
<br />10090JQAV INTERiOR LQAO a�RNG .dT1UgQ 04ALL i°/8 h SPRUCE ( 00 MOTTEW
<br />A•¢1.-G� 9%06 ii A* t E* "ono GRADEEt' SPR ics OA "S 16' 00. ALL SiPLICE6 AT
<br />TOE* tit MUO " MINWU4 4'0' AND NAN 0 4' OC WIfW 126 COMMON NAILS
<br />P% f o6t SHALiI,, Be (!.8*) PARAL CAM Pb� MATEERIAILS MANUFACTURE$ 15Y TRU68JO16T
<br />MACMN..l4N (OR owAv. sm Po6T 6UP0ORT TAfts FOR LOAD VALUES.
<br />O (TE; W4 UJA"6 SHAH. ON GON6tfzrr <q WITH V2' PLYWoOQ OR V16' O.$.B. ( 2-M-W RAtNG) NAILED
<br />WIT) ' 00 RAILo 6PAGg At V GC ALONG ALL HORIbONTAL JOINTS AND EDGES, 6' OC ALONG ALL VERTICAL
<br />J011LT6 A Q?GF.+'I `AN�. iZ OC ALONG AL.L INTERMEDIATE DIATEI STNS
<br />At OPE'tNI b '!f0'� W)D ` OLR LARGER 6TE3AP NL'.ADER BEAM TO TWO HEADER 61,09 WITH (2) LISP OR $1MP6ON
<br />l tA24, @ T1E6 At fxAC}( ENO OP WPADE A BEAM. ANCHOR BOTTOM OP waADEE3[R STUDS TO FOUNDATION
<br />4T14 OF 04 61w9Qt {. H?tlai TE�910t1 TIjL
<br />I,
<br />INTER
<br />OI j 3?. WAl,j, - TO 011 .01% ? K 4 E'P?RUG# OR lESEEttER WITH $INGL11 Z X4 P.T.
<br />PIN14 T�'Q)7 Atp! *0 bWGL$ � X 4 02 6PRUG11 TOP PL-ATJI WITH 6TUDS SPACED
<br />E�tAjUMUM 24 OO. , 111ALILO 1014AYS try' qkY 0i iWARO EACH 610K WITH WALLS AT
<br />4AAA44$ TO RAYS MiNMUEi-13 -q INQUlAtloN
<br />;QR SHEAR, u)ALLE! &OGMENT9 TO FWVAT)ON WITH Olee$ON LTT200 TENSION TIN AT EACH
<br />l 1p OF! _ S Ca IE
<br />To AND At ANY WALL 6EGME]NT INTERewi t10N ( BUILDING C014Ni6)
<br />ALL. F k 1190, d TEAL AND MECHANICAL. ROUGH
<br />NO MOT ON COMPLETE, FN6PECTED AND APPROVED
<br />f JOEL T4} REQUE TAJ4 TIC FPAHNO N61 ECTION.
<br />iM 0061RW, K OWYALFOIT C(Q* T ORE! MA DE BY ANOTHER SUPPL MAY 69 USED iN ftAGEIF OF THE
<br />'4 Uw OR. $1tUIPdON 66we06k$ O
<br />a
<br />Nc
<br />ceIprr.ur X Ti Q leRi a r>� LEq� ,itY r aN,
<br />AGt3i t4 +#... tl�f UEI D4?GNER FR0M� Ma, LO AE�b
<br />( � 'ktt� . Al J" OUfOR OR R .tN- Qii 1149
<br />PRQJEGT• C NO 1 ► � _ I T� A41TR J' TG F90, V*QR F*Ellll CQN6T(a`4,1jIT1ON
<br />* GE61G� WILL: NOT 14 VAOLR F CG
<br />OIE 6t OF
<br />,
<br />` � to •
<br />y .
<br />601L TERMIT13 TREWMENTt
<br />WITIAL SON. P0160NING TREATMENT SHALL 1511 DONE AFTER ALL DXCAVAMN
<br />BACKFILLING 1 COMPAC ARE COMPLIFT3 (PER FBC 1816.1.1)
<br />ANY SOL 016TW 6,W AFTER TWO IN I TIAL TREATMENT $HALL ON Rif TREATED
<br />( INCLUDING ANY 60)(M OR FORMED AREA$) (PER FBC 18161.2.)
<br />BOXED AREAS IN THE CONCRETTs $LAS FOR INSTALLATION OF TRAPS SHALL 59 MADE
<br />ON PERMAMENT METAL OR PLASTIC FORM$, PERMAMENT FORM6 MUST BE OF AN ADEOJATO
<br />SIZE 1 DEPTH TO ELIMNATS ANY 0167WMAW -3 OF THE SOIL AFTER THE INITIAL TREATMENT
<br />(PER FMC 1816.0)
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, R11 TREATMENT SHALL
<br />BE PX-QUIRED (PER FBC 1816.L4)
<br />ALL 13ULDING6 ARS REOWRED TO HAVE A PRO CONSTRUGTION TERMITE TREATMENT
<br />(PER FMC1816,1,1)
<br />AFTER ALL WORK 16 COMPLETE ANY LOOSE WOOD AND FiLL MUST BE REMOVED FROM
<br />15ELOW AND WITH IN re OF T1411 BU THIS SMALL INCLUDE ALL GRAD11 6TAKE6 TUB
<br />TRAP BOXER, FORTIS, 6HORING AND ANY OTHER CEL.LULO611 CONTAINING MATERIALS
<br />(PER FBC ZW3.L3)
<br />NO WOOD VE-GATATION, STUMPS, CARDBOARD, TRASH, ETC, SHALL 1513 BURIED WITHIN I6' O'
<br />Of ANY BUILDING OR PROPOSED BUILDING (PER F0C 23031.4)
<br />ANY CONCRETE OVER POUR MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST 118 REMOVED PRiOR TO EXTERIOR SOIL TREATMENT (PER Fee 18:6.1.3)
<br />EXTERIOR SOiL. TREATMENT MUST 1511 APPLIED UNDER ALL D(rERiOR CONCRETE OR GRACE
<br />WITHIN 12' 00 NO STRUCTURE SIDLE WALLS (PER FBC 1816.1.6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL all INSTALLED AFTER CON6TRUCTION 16
<br />COMPLETE ( INCLUDING LAN06CAPING AND IRRIGATION) ANY SOiL 0I61tURBED AFTER THE
<br />VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FMC 1816.1.6)
<br />IRRIGATION / SPRINKLER 6Y6TEM6 INCLUDING; ALL RISERS AND SPRAY HEADS SHALL NOT 155
<br />IN6tAl I WITH 12' OF NO dULDING SIDE AL.L.6 (PER FMC 1803.4.4)
<br />CONDENSATE AND ROOF DOWN SPOUTS 016CRARGiI AT LEAST iV AWAY FROM THE BUILDING
<br />SON WALLS (PER FMC 1603.4.4)
<br />NO 016TANCO FROM THE EXTERIOR WALL COVERING ( ED(CEPTIONSo PAINT AND DECORATIVE
<br />CIEMENTITiOU6 FIN16H LESS THAN 819' 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 INF56TAT10N6 (PER Fee 1403.1.6)
<br />A ' CEATiMATO OF COMPLIANCE' SHALL 011 ISSUED TO THE BUILDING DEPARTMENT BY A OCENBED
<br />PE6T CONTROL COMPANY BEFORE A ' CERTIFICATE OF OCCUPANCY WILL 1511 166UED. THE CERTIFICATE
<br />SMALL 6TATF -s (PER FOC 18130.1)
<br />" T1411 &JIL..DNG HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 6WTERRANEAN
<br />TERMITES, THE TREATMENT 16 NAC 01QOANG11 WITH THE RULES AND L1116 OF T14$ FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CON6UMER6 SERVICES
<br />A PERMAMENT SIGN THAT IDENTIFIES THE TE IV11TO TREATMENT PROVIDER AND NEED FOR RE INSPECTION
<br />AND TREATMENT CONTRACT RENEWAL 614ALL ON PROVIDED, THE SIGN SHALL. 03 P06TED NEAR THE WATER
<br />I4ZATER OR ELECTRICAL PANEL (PER FBC 104.26)
<br />TRUa8E8(
<br />IF "CONTRACTOR , T'RU66 MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE
<br />M46 6Y6TEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY L7NGNEERIN0, INC 1$
<br />RI"G)tUIRED TO REVIEW ALL FINAL. CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE
<br />DESIGN INTENT PRIOR TO COMMENCEMENT OR TWO PROJECT
<br />EXTERIOR WINDOWS 4 DOORS:
<br />ALL EXTE RIOR WINDOWS 1 GL.A66 DOOR& OR ENTRANCE DOOR 6HALL 011 TESTED N ACCORDANCE WITH
<br />AN61/ MMA/MiAIK)A i01/162 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CE•EARACTERI6TIC6 AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLION& AND ADJACENNt OOORNANDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
<br />L5 TIME:& TH8 DE61GN LOADS TO THE ROUGH OPENING SUBSTRATE
<br />INSTALL ALL WINDOWS AND DOOR A66E HOLIES PER THE MANUFACTURE ANCi RECOMMENDATIONS
<br />TO AC 416VIE THE DESIGN PRESSURES 6PECIFIED
<br />ELECTRICAL, PLUMBING, 4 MECHANICAL:
<br />IN ACCOROANC,11 WITH CHAPTER 411.003 (2) N OF T1411 FLORIDA ADMINiSTRATIVE C ELECTRICAL
<br />PLUMBING AND MECHANICAL 6Y6TEMO $HAL.L 1.8E DE61GNED BY THE RESPECTIVE CONTRACTOR TO
<br />M,l:BT ALL APPLICABLE CODES. THE ELECTRICAL, , PLUMBING AND MECHANICAL 6Y6TEM6 DRAWN HERON
<br />ARS MA6O UPON A DE6k'xN PROVIDED THY Nit OWNER TO AMRE66 Hl$/HE7R RE QUiREMEEENTB.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR 61NK8), GARAGE AND AT
<br />EDXTE7RIOR LOCATION& SMALL BE WIRED INTO A GROUND FAULT NTERRUPTER 'GF1' CIRCUIT
<br />ALL ELECTRICAL OUTLETS N BEDROOMS 1 FIXTURES SMALL 153 WIRED INTO AN ARC -FAULT INTERRUPTER
<br />'A04' CIRCUIT
<br />6MOKNI DETECTORS SHALL 1511 PLACE IN EACH BEDROOM AND
<br />IN MALL WAY AREAS ADJACENT TO BEDROOM AND OCHER LIVING
<br />AREA6
<br />16AP13TY GLAZINGz
<br />NO FOLLOWING SHALL 65 CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF
<br />GLAZING
<br />(1) GLAZING IN 6WNG DOOR6, FIXED AND 6LiVING PANEL OF SLIDING DOOR$
<br />ASSEMBLIES
<br />(2) GLAZING N DOORS AND ENCLOSURES FOR HOT T1UB$, WHIRLPOOL&, SAUNAS, $TEAM
<br />ROOM6, BATHTUBS AND 6HOWER6. GLAZING iN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS W14EA11 THEl BOTTOM EDGE OF 1411 GLAZING 13 LESS
<br />THAN 60' ABOVE T1411 DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL. ADJACENT A DOOR WHERE
<br />THE NEAR56T VERtiCAL ERGO 16 WITHIN A 24' RADIUS OF T1411 DOOR IN A CL06E O
<br />POSITION AND WHO63 BOTTOM EDGE 16 LE66 THAN 60" ABOVE THE FINISH FLOOR OR
<br />WALKING SURFACE
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANE- OTHER THAN two$* LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT MEENT6 ALL OF 7411 FOLLOWING
<br />(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 Sa. FT,
<br />(B) BOTTOM EDGE LESS THAN 16' ABOVE T1411 FLOOR
<br />(C) TOP EDGE CRP -ATER THAN 36 ABOVE THE FLOOR
<br />(D) ONE OR MORE WALKING SURPACE6 WITHN 36" HORIZONTALLY
<br />OF NO PLANET OP two GLAZNG
<br />DRAPISTOPPING:
<br />iN 61ENGLE FAMILY DWELLING* DRAFT6TOPPING6 644ALL 1111 PROVIDED ( PARAI.J RL TO " MAIN
<br />FRAMNG MEMBER$) M FLOOR / CEILING ASSEMBLIES SEPARATING U6EAB1_E1 $PACE$. DRAFT6TOPPiNG
<br />SMALL 1511 CONSTRUCTED SUCH THAT TWO FLOOR / CEILING A88EMBLAY IS BROKEN UP INTO TIWO OR MORE
<br />APPROXIMATED AREAS WITH NO AREA GREATER THAN 300 6QFT.
<br />ATTIC ACCESS:
<br />ATM 6PACE6 6MALL OR PROVIDED WITH AN.INTERIOR ACCESS OPENING NOT LESS THAN
<br />71'X36 ACCESS OPE NNG SHALL 1511 ACCE661BL8 AND PROVIDE WITH A LID OR DEViCE
<br />THAT 16 EASILY REMOVED OR OPENED, WHEN MECHANICAL EQUIPMENT 16 INSTALLED IN
<br />TE411 ATTIC, IT SMALL 611 INSTALLED IN ACCORDANCE WITH MECHANICAL COD!.
<br />ACGE66 IS NOT REGiUIRED WHEN T1411 CLEAR HEIGHT OF THE ATM SPACE, MEASURED
<br />At 11411 ROOF PEAK 16 LESS THAN 24
<br />2 X 3 CUT TO FIT BETWEEN TRl.68E&
<br />ANC TO BLOCK WALL WITH
<br />1/2" X 3" ANCHOR BOLTS 32" OC
<br />NAIL TRUSSES ALONG BOTTOM -
<br />CCRD WITH !2D COMMON NAILS
<br />12" O:
<br />ROCF TRt.2$E8
<br />R -i9 i�*&JLATtON
<br />(TYP) 1/2' GYPSUM CEILING BOARD
<br />3/4" P.T. PiRiNG STR P AND I LAYER 5i3' TYPE
<br />X CRYWALL EACH 8CE OF BLOCK WALL AND ON
<br />ROOF TRUSS ABOVE FROM FLOCR TO BOTTOM OF
<br />ROOF BREATHING ABOVE
<br />(2) 08 REBAR ON CHA,R8
<br />(TYP) 1/2" GYPSUM CEiLwa BOARD
<br />3/4' P.T. "iNG STR.P AND I LAYER 5/3' TYPE
<br />X CRYWALL. EACH BADE OF BLOCK WALL AND ON
<br />ROOF TRU88 ABOVE FROM FLOCR TO 3OTT0`•I OF
<br />ROOF BREATHING ABOVE
<br />1 5 VERTICAL ROCK A8
<br />IQ SHOL'N ON FOUNDATION
<br />PLAN
<br />\ 111 11 IA (TYP) 4" CONCRETE 6LAB
<br />24"
<br />1 HOUR BLOCK FIRE WALL DETAIL
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />PLYWOOD NAILED AS KNOWN 1$ DESIGNED TO
<br />WITH STAND MAXIMUM WIND LOAD RATING OF
<br />130 MPH
<br />ATTACH MINIMUM 3/4" P.T. BUCK
<br />STRIP THAT 1$ THE MINIMUM WIDTH -
<br />OF DOOR FRAME USING .09'1X1 3/8"
<br />T- NAILS MAXIMUM 10" CC,
<br />CAULK DOOR FRAME PER YOUR
<br />MANUFACTURES RECOMMENDATIONS
<br />L
<br />ATTACH MINIMUM 3/4" P.T. BUCK STRIP
<br />THAT 1$ THE MINIMUM WIDTH OF YOUR
<br />WINDOW FRAME USING .Oal X 13/8'
<br />T- NAiLS MAXIMUM 10" OC
<br />CAULKED WINDOW PER YC
<br />WINDOW MANUFACTURES S
<br />RECOMMENDATIONS TO M
<br />LOAD AND COMPRESSION
<br />FOR YOUR JOI3 LOCATION
<br />SECURING WINDOW TO BUCK STRIP$ 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 BE A MAXIMUM 1/4'
<br />SPACE BETWEEN BUCK AND WINDOW FRAME
<br />BLOCK WINDOW ATTACHMENT DETAIL
<br />81MP304, 1i'BHA3.?$ /11.23" HANGER
<br />OR EQUAL F ALL NAIL MOLE$ -
<br />TO BEAM WITH 'OD X 1 1/2" TYPICAL
<br />TRUSS NAIL8
<br />FILLED CELL (TYP)_
<br />a" ci-lu IUD/ 3000 P a l
<br />CONC 1 L W/
<br />1 '160 MiN. LAP 30"
<br />E3M/WALL CONN
<br />i 1 I i- -05L 2 X 12 4 '1 P,NE BEAM WITH ONE
<br />LAYER 1/2" COX IN CENTER
<br />RICE ARD L. KI E.
<br />FLORIDA IXEN611 BE R 312
<br />I HERBY CEAtIFY THAT T'HE60 PLAN'S AND SPECIFICATIONS
<br />WAS PREPARED 15Y ME OR UNDER MY DIRECT SUPERV161ON
<br />AIRS IN COMPLIAW19 WITH THIS FLORIDA eUILOING CODE 2001
<br />FOR ILO MPH ( 3 SECOND GUST ) WIND ZONE - W MPH FASTEST
<br />SPEW
<br />STEEL PLYCLIPS
<br />L
<br />OLOCK DOOR ATTACHMENT DETAIL
<br />31+'w A301 ANCHCR BOLT 3 3 /a" FROM OF EDGE
<br />OF BLOCK WALL WITH MiN. 6" EMBEDDED
<br />IN 3000 P81 CONCRETE GROUT
<br />I
<br />I I
<br />I I
<br />SECURING PREHUNG TO BUCK STRIPS
<br />PER YOUR MANUFACTURES INSTRUCTIONS
<br />TO MEET WIND LOADS AND COMPRESSION$
<br />RATING$ FOR YOUR JOB 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 />I�Lr111111
<br />4 ,N
<br />v C4
<br />Z
<br />M 4
<br />L� p m 0
<br />O G1
<br />Z 0
<br />W
<br />V
<br />� � t
<br />A g
<br />U.
<br />ul
<br />N �
<br />4
<br />A
<br />A
<br />� n
<br />Q
<br />Q
<br />A
<br />v 14U
<br />O
<br />O � V
<br />CV
<br />UNIT 0 1
<br />LIVING 916.0
<br />ENTRY 42.6
<br />TOTAL 858.6
<br />UNIT 0 2
<br />LIVING 800.0
<br />ENTRY 20.0
<br />TOTAL. 820.0
<br />TOTAL 1618.6
<br />PG
<br />4OF4
<br />ARKAY 7�3
<br />FF]
<br />
|