|
WENERAL NOTeSs
<br />TH IQ' Es�xD{N3 HA6 acm D'904ND TO COtOOREN TO THE FLORIDA BWL.DNO CODES VOL
<br />A m lr__p4NEERJK4, INC, A REGI$T*PfD LICE NNE 0, FLORIDA PROFE661ONAL 6TI9IJCTURAL
<br />ENGIN I'NA' COMPANY- HAO APFIL46 `RATIONAL, ANALY616' FQR THE 6tRUCTURAL DESIGN
<br />OF li-!o 6TfwTIJRE
<br />tHEE 04W NO l NGU,D, ALL COMPONENTS AND CLADDINGS 614ALL Oil QE6I0NED FOR TH$
<br />FOLLOWING dWEAIMPO&E0 LOAAB
<br />R.oORB,
<br />E-IVO LOA06 - 40 P.S.P.
<br />0ZA0 LOADO
<br />GARAGE OLAi%
<br />LIVE LOA" - 50 P.B.P.
<br />DEAD LOADS - 10 P.S.P.
<br />ROOF,
<br />UvO LOADS (TRU$$ TOP CORO) - 20 P.B.F.
<br />DEAD LOADS (TA06 TOP CORD) - 10 P.B.P. 16 P.6.0. 04EN TILE ROOF NSTALLED
<br />WYE LOAD (TRW$ BOTTOM CORD) - io P.S.F.
<br />yam, A".13 - 1 D TRIM 6E2P W! dHT ( DEAD LOAD) - 1 P.B.F.
<br />OUILONG IS DEBKsNED TO CONFORM TO ASCII 1 CHAPTER 6, PER FLORIDA BUILDING
<br />CODES 2001 SE;cmm 1606.1.1
<br />WIND C96IGN A68UMPT!ON6,
<br />%I LDNG EXPo6wo • Is
<br />OUILOING IMPORTANCE FACTOR - 1.0 ( CATEGORY 11 )
<br />MEAN ROOF HEIGHT 30' OR LE88
<br />HEIGHT t E?<PO"O ADJUST11ENT6 COEFFICIENT . LO
<br />ENCLOOE O E°15tJIL0240
<br />INTERNAL PREE46URO COEFFICIENT .. (• 0.16
<br />$EN WIND 6PEW JWRI-Att0N 6TAtW ON PLANS
<br />TYPE 3 CON6TRwtION
<br />801L BEARING 4 COMPACTION:
<br />THOO rL.AN6 WERII DRAWN bA6 ED UPON AN ALLOWABLE BOIL.. BEARING CAPACITY OF
<br />2o0o P.6.P,( MiNIMUA1 ) THO CONTRACTOR/PROPERTY OWNER 16 RE61FION6101.5 FOR VERIFYING
<br />THAt *0 801L ON THE! BIT$ 10 PROPERLY PREPARED AND COMPACTED &UCH t"T IT CAN
<br />SUPPORT A WOO P.S.P. FOUNDATION LOADING
<br />ARKAY END( (NEE" INCII A RE 016TERED LICENSED FLORIDA PROFE8610NAL STRUCTURAL
<br />E1JG .COMpAI�Y, P 6J4NED TH46E FOUNDATION6 WITHOUT V16IT THE CONSTRUCTION
<br />61T6 NOR PERFORMINd ANY WL TESTING
<br />ARKAY, ff1*NSFANO INC SHALL NOT E113 RE6PON61BL.O FOR THE 61tE BOIL ABILITY TO SUPPORT
<br />TPO E6A_W LOAD$
<br />F=OUNDATION 4 OLAD - ON- GRADE NOTES :
<br />BUI1,01171C# 61tO 6HAL4. 1313 6GRAPED TO REMOVE ALL OR<3ANIC MATERIALOi.
<br />ANY ACOtTiONAL FILL. PLAC90 ON TWO BUILDING PAD AREA, 614ALL Oil COMPACTED
<br />OUCH THAT It CAN ADWOTE,Y 6W"T A 2000 P.O.P. FOUNDATION LOADING. BLAI!
<br />$MALL ail PLACE OVER A6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />AND TERMITO 06l60NED SOL
<br />CONCi24ETE3 UTVZIEP IN THO FOUNDATION AND &LABS 64AL4. HAVO A MINIMUM 28 DAY
<br />COMPRtolve 6TR"TH OF 2500 P.6:P.
<br />REJNFOIkGNG STEEL OFALL 6EE GRADE 49 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />Winn Ar6itl A $y. LAP 6PLXKO, WHFREE REEE42UIRE P $HALL BE A MINIMUM OF 26" FOR
<br />.4 RE3'JAR . 30' FOR 4 REbA R 1 301 FOR h REDAR
<br />PLANS ARS 04GINEE9E2 FQR A MAXIt AJH STOVALL HEIGHT OF 4 COUR$E$ ( AFTER
<br />FINAL 61Tj 41RAPIN4) 444 CONTRACTOR OR OURDM4 OWNER, 6HALL VOTERMN6 THE
<br />O(ACT bt>rMWALL HEIGHT 0A6E1 UPON 6ITE3 CONDIT10NO PRIOR TO POURNd THIj FOUNDATION
<br />AND CONTACT ARKAY 15"NEERING WHEN MORE THAN 4 COLR65 ARE REQUIRED
<br />A FOUNDATVN "VISY WALL 00 PERFORMED AND A COPY Gp' THE BUR VIFY BINDLE DO ON 617E
<br />FOR TH# ouiwiNo IN6PE =CT086 U69, OR ALL PROPERTY MARKER6 6HALL 1511 EXPoBED AND A
<br />6 TRN4,6tRECTED FRO" MARKER t0 MARKER TO VE I*AY 0E,;2URW 6 0 BACKS
<br />MASONRY WALLOt
<br />CONGRELTO MA$QNRY SNIT WALL all HOLLOW UNIT MA60NAY IN ACCORDANCE WITH A6TM C -90
<br />AND 614A4 HAVE MINIMI iH P'" OF IWO
<br />MORTA14 6HAL.L CONFORM TO A6TMC -210 AND $HALL BE EITHER TYPE M OR 6
<br />REINFOEAC11* OTL:EL WAS. BE GRADES 40 MINIMUM AND IDENTIF IN ACCoROANCII
<br />WITH A&*%413. LAP BPL.ICEB m4ijkm R QUIRED 6HALL BO A MNIMUM OF 23 FOR 0 5 RE OAR
<br />30' FOB{ s6 ROMA AND IV FCNft 4 1 REAAR.
<br />GROUT I TI-M POURED CKLA ANE? WNT46 6NALL HAVE A MAXIMUM COUR65 AGGREGATE 61ZN
<br />OF 316" Pt,ACE0 AT 8 TO 11 INCA 6W AND HAVO A MINIMUM 2$ DAY COMPRC66PA STRENGTH OF
<br />2000 IP.a.L ( 04E74 TEV90 PER AOT" *1019 )
<br />PROVOO CLgM OVT OP0040 ( 12 $a IN. ) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />TH11111 GROU ' POUR, EDCGEFbg 9 FEAT IN HEIGHT
<br />RQQ�11�C� t Fl,.�48NINGI,B:
<br />ROOFfN* 6Y6" AND R A$HIN4 A& 6TATEP W PLANE! MIST CONFORM TO CHAPTER 0 OF THE FLORIDA
<br />B ltt a CODE FOOL "_A64 40 6PteC $ECTTON 601.11 CONTRACTO OR OWNER MU6T PROVIDE WITH
<br />PLAN$ ,6P�ClOd "0001 NFORMATION 010AILNG MSTALLAVON OP PRODUCT TO MOT WIND DE61GN6
<br />or THIS 6V OF DRAMNGO.
<br />TIMBER MATERIALS:
<br />ALL T"ERS MATERIALS $MALL B$ AS FOLLOWS
<br />LVL. B OKALJ. , Oil O.W MCALlJ6TE R LVL MATERIALS MAMuFAOTURED BY TRUES J016T
<br />MAGMI ( 09 p
<br />EW-ti g UTfLI IN QTTOM PLATP, 'FOP PLATES P061, $TUDO PACKS AND BEAMS
<br />6EIAL D5El YIrLLOW ONE (OR t°JEETTEW
<br />R?tT€RIOR AV iNtgRIOR LOAD BEARINO 6TUD$, ORAL-L. E'E 0 2 6PRUGEE (OR BHTTERJI
<br />ALL oTHilR OtL06 614ALL. 0a l aruo *RADII" 6PRUCII 6P.d4.p 16' OC. ALL SPLICES AT
<br />TOP PLATES MUST ESE# MIN01lS4 4'O' AND NAILED 4' OC WITH i�> COMMON NAILS
<br />P61, P06T 6RAL1. 05 0,89) PARALE-AM PSL MAT &RIA11.$ MANJPACTVRFS BY TRU88JO16T
<br />MAGMV -AN (OR 9QUAL). 60 P06T 6 TABLE FOR LOAD VALUES.
<br />E XTER1014 WAL-L6 614AM E60 C"6tRWTED WItH 1/2' PLYWO00 OR Vt6" 0.0,8. ( 2-M-W RATING) NAILED
<br />WITH 9f? NA!! -6 6PAC4 Al 3' Od AEON ALL HomzoNTAL JONY6 AND mom b' oc ALONG ALL VERTICAL
<br />JONT6 AND EDGE 6 AND 12 OC ALONG ALL INTIERMWtATO 6TU06
<br />AT OP. E;NN06 '!'O' WI01�014 LARGER STRAP HEADER BEAM TO TI# HEADER STUDS WITH (2) W6P OR 61MP60N
<br />L@TA24 STRAP TIE 6 AT SAC SEND OF Hoorn IlEAM. ANCHOR Bottom OF HEADER 6TUDS TO FOOVATION
<br />WITH LISP OR 61mod;6m WTT16 ToNwON TIE,
<br />INTERIOR $TED WAU6 TO BE OF 2 X 4 WI UCO OR t$S7Tp' q WITH SINGLE 2 X 4 P.T.
<br />PINES EOQTTO" PLATE " ONGLO 2 X 4 y 6PRUGE3 Y0P PLATE WITH 6tUD0 6PACED
<br />MAXMt�M Ze OO, tVAL-LO TO HAYN V2' 4YP6UM BOARD EACH 610% tUITM WALLS AT
<br />4AMA44 TO WA MINIMUM R - II INSULATION
<br />AN(;3- WOOD $HFAAR WALLS WsMEENT6 TO F ATION WITH 6IMIP6ON LTT20D TENSION TIE AT EACH
<br />END OF WALL 6E GItiENTO AND AT ANY WALL OEEdMENT INTER6ECTION ( BUILDING CORNERS)
<br />ALL P1,UMBIN06 ELCTRCCAL• AND E"IECNANICAL. ROUGH NO MUST BO COb1PL61tE*, INSPECTED AND APPROVED
<br />PA"JO R9=i!6TN3 THE FRAMING INWIECTION.
<br />u ELI ED ED, M(YALENT CONNECTOR6 MADE BY ANOTHER SUPPLIER MAY BB USED IN PLACE OF THE
<br />614 61HP6014 6044ECTO06 04OWN
<br />Tl1O Cul ut OTAt�6 r
<br />MAl
<br />r THO fSEp4wq cAR4R!F_4 NO L!ABIL.ITY lN%4 ANG9 ANO,iHER»QRs
<br />I>Gf?FF� >TG� �1QtMAE�r'I�„Ed�`IDE;L"Qlil+Y, ,gip o�� DF.$IC-NER FROM aE,.E cf -A►MD. L006E6 ANp
<br />t FIND R�A�czNA�Et dTrs�R1�r �e� AE^�I$lNQ our o R OR r�01,ILtcN¢ F+�IOr+ THE
<br />,� , rt� �1' �Eli !N FA(tT� ATTE:�IP;r fa t=I�QvIDet ERRS fl4E8 CO1refR±JCTION
<br />q , ` elui} ai TFfR t q�E�QC.eur� TH$ p�alts� wA-L r�1or errs �.Ia,�Lt FoI� c06r oF�
<br />REPAI1 6 OE E7B�AY TO CON6tE UGTIQN
<br />801L TERMITE TREATMENT:
<br />INITIAL. 8011. POI6ONIN0 TREATMENT SMALL BE DONE AFTER ALL EXCAVATION
<br />BACKFILLNO A COMPA0tIN0 ARE COMPLETE (PER FW 1816.1.0
<br />ANY 801L 0 AFTER THE INITIAL TREATMENT WALL BO REE TREATED
<br />l INCLUDING ANY E60XED OR FORMED AREAS) (PER FBC 18161_2.)
<br />BOXED AREAS N THE CONCRETE $LAI3 FOR NBTALLATION OF TRAPS 6HALL 60 MADE
<br />WITH PERMAMENT msTA1. on pLA8T1G FORMS. PERMAMENT FORMS MUBr 1511 OF AN ADEQUATE[
<br />617.11 8 DEPTH TO ELIMINATE ANY 016TURI ANGE OF THE BOIL AFTER THE INITIAL TREATMENT
<br />(PER FOC 18
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE NSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION 0 RAINFALL OCCUR6 BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT BNALL
<br />BE REQUIRED (PER FE5C 1816.1.4)
<br />ALL BUILDNG6 ARE REQUIRED TO MAYS A PRE CONSTRUCTION TERMITE[ TREATMENT
<br />(PER FBC1616.0)
<br />AFTER ALL WORK 16 COMPLETE ANY LO088 WOOD AND FILL MUST BEE REMOVED FROM
<br />BELOW AND WITH IN 12' OF THO BUILDING, THIS SHALL INCLUDE ALL GRADE STAKES TUB
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CEiLUL061a CONTAINING MATERIALS
<br />(PER FBC 2303.1.3)
<br />NO WOOD VEGEETATION, STUMPS, CARDBOARD, TRA614, ETC, SMALL BEE BURL WITHIN WO'
<br />OF ANY BUILDING OR PROPOSED BUILDING (PER FOC 23031.4)
<br />ANY CONCRETE OVER POUR MORTAR OR STUCCO MATERIAL$ ALONG THEE FOUNDATION PERIMETER
<br />MUST BEE REMOVED PRIOR TO EXTERIOR $OIL TREATMENT (PER FBC 1816.L6)
<br />EX 601L TREATMENT MUST BEE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12' OF THE 6TRXrURE 810E WALLS (PER FBC 16160.6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SMALL BE INSTALLED AFTER CONSTRUCTION 16
<br />COMPLETE ( NCLUDING LANDSCAPING AND IRRIdATiON) ANY BAIL 016TURBED AFTER THE
<br />VERTICAL BARRIER 16 APPLIED, &HALL BE RETREATED (PER FBC 1816.1.6)
<br />IRRIGATION / 6PRNKLER 6Y6 INCLUDING ALL R16ERS AND 6PRAY HEADS SHALL NOT BE
<br />INBTA.LLED WITH re OF THE BUILDING 81DEuALL.B (PER FBC 1303,.4.4)
<br />CONDENSATE AND ROOF DOWN SPOUTS 016CHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />61DE WALLS (PER FBC 1-503.4.4)
<br />THII 016TANC11 FROM THE EXTE=RIOR WALL COVERNG ( E XCEP11ON8, PAINT AND DECORATIVE
<br />CE MENTITIOUS FIN16W LEE66 THAN 5 /6' THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE 614ALL NOT BE LE" THAN &' TO ALLOW FOR N6PECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER FE3C 1403.1.6)
<br />A ' CERTIFICATE OF COMPLIANCE" 6HALL BE 68 TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A ' CERTIFICATE OF OCCUPANCY WILL BE 166UED. THE CERTIFICATE
<br />SMALL STATE, (PER FBC 1813.1.1)
<br />' THE 15UILONG MA6 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMEaT 16 INACCOROANCE! WITH THE RULE6 AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CON6UME7R6 SERVICES
<br />A POW M04T SIGN THAT IDENTIFIES THE TERhMTR TREATMENT PROVIDER AND NEED FOR RE INSPECTION
<br />AND TREATMENT CONTRACT RV41SWAL 6HALL BII PROVIDED. THE 6IGN SHALL ON P06TED NEAR THE WATER
<br />HEATER OR ELECTRICAL PANEL (PER FBC 104.16)
<br />TRU88E8:
<br />IF TWO CONTRACTOR, TRUES MANUFACTURE OR ANY OTHER DE61GH PROFE661ONAL RMVI69 THE
<br />TRU60 6Y6TE M LAYOUT FROM THOSE SHOWN ON THE6E PLANS ARKAY ENGINEERING, INC 16
<br />RL°QUIRID TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE
<br />DEBKsN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />EXTERIOR WINDOWS 4 DOORS:
<br />ALL ED(TERIOR WINDOWS A Gl_A66 DOORS OR ENTRANCE DOOR 6HALL BE TESTED IN ACCORDANCE WITH
<br />AN6VAHMA/NUWDA 101/162 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW A66EMBLIE6 6NALL BE TEST OR ENGINEERED TO TRANSFER
<br />1.3 TIMES THE DE61GH LOADS TO THE ROUGH OPENING 6UB6TRA
<br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHI THE DESIGN PRESSURES 6PEGIFIE D
<br />ELECTRICAL, PLUMBING, 4 MECINANICAL:
<br />IN ACCORDANCE WITH CHAPTER 41L003 (2) (U OF THE FLORIDA ADMIN16tRATIVE CODE= ELECTRICAL
<br />PLUM13NO AND MECHANICAL SYSTEMS $MALL 15111 DE6IGNED BY THE RESPECTIVE CONTRACTOR TO
<br />MJMT ALL APPLICABLE CODES. THE ELECTRICAL.., PLUMBING AND MECHANICAL 6Y6TE?"16 DRAWN HERON
<br />ARM BA$O UPON A DESIGN PROVIDED BY THE OWNER TO AVORE66 HIS/HER REOWIREMENTB,
<br />ALL ELECTRICAL OUTLETS IN BATHROOM6, KITCHEN, (WITHIN 6' FEET OR &NK6), GARAGE AND AT
<br />M(TE:R10R LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "CFI' CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS A FIXTURES 6HALL BS WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"AR" CIRCUIT
<br />SMOKE DETECTORS $HALL 158 PLACE IN EACH BEDROOM AND
<br />IN MALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING
<br />AREAS
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BO 0ON61DERED 6PECIFIC HAZARDOUS LOCATION FOR THE PURPO69 OF
<br />GLAZING
<br />lU GLAZING IN 6WING DOOR6, FIXED AND $LIDiNG PANEL OF SLIDING DOORS
<br />A88EMBLIE6
<br />(2) GLAZING N DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLpOOL.B, SAUNAS, STEAM
<br />ROOMS, BATHTUBS AND 6HOWER6. GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THEM COMPARTMENTS WHERE THE! BOTTOM EDGE OF THE GLAZING 16 LE"
<br />THAN 60 ABOVE THE DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FEED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE 16 MTHN A 24' RADIUS OF THE DOOR IN A CLOSED
<br />POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN 60' ABOVE THE FINISH FLOOR OR
<br />WALKING SURFACE
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANE. OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT MEETS ALL OF THE FOLLOWING
<br />(A) EXP06ED AREA OF AN INDIVIDUAL PANS GREATER THAN 9 60, FT.
<br />(B) BOTTOM EDGE LE66 THAN 18' ABOVE THE FLOOR
<br />(C) TOP EDGE GREATER THAN 36' ABOVE THE FLOOR
<br />(D) ONO OR MORE WALKNG 6URFACE6 WITHIN 36' HORIZONTALLY
<br />OF THE PLANE OF THE GLAZING
<br />DRAFTSTOPPING=
<br />IN 6NGLE FAMILY DWEL LING$, DRAF16TOPPING6 6HALL BE PROV IDED ( PARALL.E. TO THE MAIN
<br />FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING U6EABLE 6PACE6. 0RAFT6TOPPING
<br />6HALL BEE CONSTRUCTED SUCH THAT THE FLOOR / CEILING A88EMBLEY 16 BROKEN UP NTO TWO OR MORE
<br />APPROXIMATED AREAS WITH NO AREA GREATER THAN 300 SOFT.
<br />ATTIC ACCESS:
<br />ATTIC 6PACE6 614ALL 03 PROVIDED WITH AN INTERIOR ACCESS OPE NNG NOT LE" THAN
<br />22'X36'. ACCESS OPENING &GALL 05 ACCE6616LII AND PROVIDE WITH A LID OR DEVIL;':
<br />THAT 16 EASILY REMOVED OR OPENED, WHEN MECHMICAL EQUIPMENT 16 INSTALLED IN
<br />THE ATTIC, IT 6HALL BII N6TALE..EP IN ACCORDANCE WITH MECHANICAL CODE.
<br />ACCESS 16 NOT REQUIRED WHEN THE CLEAR HEIGHT OF THE ATTIC 6PACS , MEASURED
<br />At THE ROOF PEAK 16 LESS THAN 24'.
<br />2 X , 3 CIJT TO FIT BE%EEN TRl,66E6
<br />ANr P.0RED TO BLOCK WALL WITH
<br />1/2" d" ANCHOR BOLTS 32" Or-
<br />NAIL TRIJ66ES ALONG BOTTOM
<br />CORD WITH I2D COMMON NAIL6
<br />12„ OC
<br />ROOF TRI.82ES
<br />R- S ihS'JLAT!ON
<br />(TYP) 1 /2' GYF6'.yM CEILING BOARD
<br />3/4" P.T. F4,Ri`, 6TR,P AND I LAYER 510" TYFEE
<br />x DRYWALL EACH 610E OF BLOCK 'PALL AND ON
<br />ROOF TR. 6" ABOVE FROM FLOOR TO BOTTOM OF
<br />ROOF &- +EATWiNG ABOVE
<br />(2) 0 5 REBAR ON CHA.R6
<br />(TYP) I /2" GYF6'jM CEILING BOARD
<br />3/4" P.T. R.RiNG, 6TR,P AND I LAYER 5,3" TYPE
<br />A DRYWALL EACH 6!DE OF BLOCK WALL AND ON
<br />ROOF TR',$6 ABOVE FROM FLOOR TO 50TTO : OF
<br />ROOF &- EATHING ABOVE
<br />4 5 VERTICAL RODa A6
<br />45 ILN ON FOUNDATION
<br />PLAN
<br />\ 11111 11 'TYP) 4" CONCRETE 6LAB
<br />-- - - - - -- •- 41 --- -------------- -------------- --- - - - - -
<br />-
<br />1 1 --� -�
<br />24"
<br />I HOUR BLOCK FIRE WALL DETAIL
<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 318"
<br />T- NAILS MAXIMUM 10" CC,
<br />L
<br />CAULK DOOR FRAME PER YOUR /
<br />MANUFACTURES RECOMMENDATIONS
<br />ATTACH MINIMUM 3/4" P.T. BUCK STRIP
<br />THAT 18 THE MINIMUM WIDTH OF YOUR
<br />WINDOW FRAME USING .091 X 1 3/8"
<br />T- NAILS MAXIMUM 10" Or,
<br />CAULKED WINDOW PER YC
<br />WINDOW MANUFACTURES 8
<br />RECOMMENDATIONS TO M
<br />LOAD AND COMPRESSION
<br />FOR YOUR JOB LOCATION
<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 BE A MAXIMUM 1/4"
<br />SPACE BETWEEN BUCK AND WINDOW FRAME
<br />5LOCK WINDOW ATTACHMENT DETAIL
<br />511P60N � 1311 ,43.36 /11.23" HANGER
<br />CR EQUAL FILL ALL NA'L ✓•+01_1:8 -
<br />TO BEAM WITH 'OD X 1 !/2" TYPICAL
<br />TRUSS NAILS
<br />4/+ 0 ,4301 ANCHOR BOLT 5 5/6" FROM OF EDGE
<br />OF BLOCK WALL WITH MIN, 6" Er- OeEDDED
<br />IN 3000 P81 CONCRETE GROUT
<br />N i I L I
<br />FILLED CELL (TYP) I I
<br />1
<br />8" CMU W/ 3000 P81
<br />GONG t LINTEL W/
<br />1 0 5 MIN, LAP 3O" t BL 2 X 12 0 2 PINE BEAM WITH ONE
<br />LAYER 1/2" CDX IN CENTER
<br />E3M/WALL CONN
<br />6TEEL PLYCLIPS
<br />L
<br />i
<br />BLOCK DOOR ATTACHMENT DETAIL
<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 SCREWS MUST PENETRATE BLOCK
<br />WALL A MINIMUM OF 1 1/4" AND THERE SHALL
<br />BE A MAXIMUM 1/4" SPACE BETIUEEN BUCK
<br />AND DOOR JAMB
<br />ARKAY ENGINEERING INC.
<br />STRIJGr) E?JGINFF-R$
<br />RICYARD L. W Iii EiY Fs
<br />FLORIDA LICENSE :L'+BE n 3 30
<br />I HERBY CERTIFY THAT THE69 PLANS AND 6i MFICAT10N0
<br />WAS PREPARED BY ME OR Ua` +PER MY D!R;EGT 6UPERVISION
<br />AR13 IN COMPLIANCE WIT14 THff FLORIDA MILDNO CODE 2001
<br />FOR !10 MPM ( 3 SECOND GUST ) WIND ZONE - 90 MPM FA6TS6T
<br />6PEED
<br />h f�
<br />2
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<br />O � V
<br />{1_4 ///�"���
<br />N
<br />UNIT N i
<br />LIVING 816.0
<br />ENTRY 42.6
<br />TOTAL 858.6
<br />UNIT #2
<br />LIVING 800.0
<br />ENTRY 20.0
<br />TOTAL 820.0
<br />TOTAL 1618.6
<br />PG
<br />404
<br />ARKA 1_r 7.63
<br />A
<br />..
<br />
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