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Home My WebLink AboutBIN B-5 PERMIT 4361 " <f) UJ lQ 88 D ~"'& 1:>(- ~~a Z&& 2<toc <('-'<( ~ ,1l1 3lt& -J[ , irloc~ ~~~ -J()() U:llz ~ , ~ ~ !il ~ ,. St in ! ~ ::.,. ~ ~ ~ '" <0 . in ~; rA\ \2Y ~ '" ! ~ ~ "'.W 6'.1' 1'.0' I I ~ 51 / '" '" / '" '" / II ~ -J.. - - . - 1'-4' ~'-4' 6'.4' @.,.., 6'.a' AA\ ,\3./ ~'_", 1'.4' ,'.&' 6'-&' A .J - - ~ en ,,- / '" ~ (,~ '" '?\/ '" '" / <<-. . i:::t '" '" 13'.1' '" / . - " ~ ::----- ",'" ~. I ",/ ,r ~I" -:t:-- . II iii m" r--'...::::::~._ " F!~ II . ---:::::: .. II II I~ It )1 I \ L~.:J~~~ W:Y _-_-LAy- 6'.2' 2'.1' 2'-6' 2'-6' 6'.;' 6'-0' 1'-0' 6'.0' 'I vtfi - I - <0 a"... ~ , N S'-0' .:::::::::- .:::::::::- ~ ,. in ~ ELEYATICN AT 0'.0' (ASaMEDJ "r 3'/2' MIN. (4' Ncr1INALJ 2~ OR 3000 p.s.l. ~CFfTE SLAB CN GRADE WI PROY'DE ~UIT 6x6 11.n.4xUJL4 MEOI4 OR FiBER IN S~B FOR MESl1 OVER €;I MIL V AFOR ISLAND ELECTRIC B~:ER CN CLEM,I.l.ELL . CCMPACTEP, TE~ITE ~ATED, GRANULAR FILL Q . in ,--, I I I I I I :I! : I I I I L_.....J 24'.;' - - - '-4' S'.2' 3'-0' 3'.10' ;3'.a' ~'-0' <J FOUNDATION PLAN ALL WORK SHALL COMPLY WlTH ALL PREVAILlNG CODES, FLORlDA BUlLDl}:G CODE, };ATIO~AL ELECTRlC CODE A}i[l CiTY OF ZEPHYRHILLS ORDINANCES REVIEWED t1AY 2 6 2005 ~~ 5CALE~ 1/4': 1'.0' ENGINEERED PLANS ON FILE ~ N ~ . in I nr-i' II ~III III III ~ II I IlWYlDE COff'ER I U~ - -111 LINE ~ ICE MaER I II @ I ~ ~ r- S'.~' 20'.10' I _ -.J ,. N - - - - 2'.a' "-4' ~'.2' ~'.2' 1'.0' 4'-0' 4'.a' I..AT1$T DATE , IN ~E56 DESCRIPTION I REVISION DATE I oe/21/00 01/:20/04 ErtO. -13,1 FILL CELL WiMA50NRY MIX TO COVER PiFE. (APPROX. 3 COUR~5) NO VERT. RE6AR REQUIRED ,'-0' - - - - ~ . N INDICATES I . I') VERT. REBAR IN MASalRY CELL FILLED sctlD WI CCNCREi'E. VERT. RE~. Sl4ALL BE HOO<fD \ INTO BEAM ABOVE 'FTClBELCW PROviDE 2~' MIN. LAP lU-lERE OFLICED . WIRE TCGET\4ER II _ _ _ -!l 11 N 17"9 ~- - c--~-n--- - - - - - - - - --- na ~ - --,,)11 - , 2'.3' I'-~'/ I I ::.r !'---v' I I Co I~ 'l'/~~ 0: I ~ ~I\ .~~ ~ ~I: ~~ ~ ~""-::-:01 'I "'~ ~ I ~ ~~ I 0>- : I ~ ttt~ N I ;.'~.~ ~~ I / V r-- \/ '/~ 8' THIO<ENED EDGE I I ~t%00~'/'~~~~~R~CESS JI ~t~B: - "" '-'-~ ~T. loWER SLAB I " ~ ELEV A TICN -----.:.. . . I 'r (.)0'-3' ----- ~___ ,'.&' 1'-6' . - I I I . I II '" 11112' RECESS "- '" / '" 4 LFRPRL ~~' - -I I ~~_ ~ I ,2 . I ~ 2 - t;'&DIAGONAL 1-0'", ..... I AT ALL INTERIOR I 2'-&' ~'-~ I , SLAB CQRiEIQ I 6'.a' I 11lPICAU : II I@ I ~ I I ~ I -+- 3~ I CJ. ~:r -; I I PIT01 ill 2 I I · 1/8' / FT. I L___________ fL\ \SI ~ ~- <s>~0%~ _ / <0 _ '" ~I L - - - - ---- - - //../~...~\~t- U!J.lCN - - - ! ~~EGA5PRG1'5- + II '" '" ~ '\.-24'~24')(18'~. I IIf REQUiRED) FOR ALL / 4' P.VC.~ PLA'lfOFa1 ABV. GAS APPLIA'lCES. loWER SLAB ~ :/ I (VERiFY LOCATICN OF I '" '" ~ /' I ALL GAS APPLIANCES ON '" / ,/ Y I R.OCR PLAN PRIOR TO I /' '" , / ~ ~ _ ANY CONSmxTlaiJ /,/ II ~ \3l ~~AT~ I I .. ~ - va' 1FT. - ! 314' CJ. ~ I ~f1~ - -~~ - - - - - - - r - - - - - - -~ - - T ~o ~I II I I'~~ ,'.8' 4'-4' ~ i 'iJ-f:j' I ~~ i c I ~~~ : I ~ I r- -~ ~ /'/: "~..I~~ ~ ~ 'rw~~~ · '" ,~ LT. r OPT -lr OPT "'M --=p,- - - - ~II = I- [oJ IDRiER lI~v~ XA~I; ,~v -l 2'.&' ~~ L__jL_ 1/ k/ l. vlI I ,Iz. ---:"-=--=--=-02'~~~~//74v v I I~ ;;:~~ "'-. I. t,.. '////, 'h1 I ~ 8~~t& ~ I .//tZr I - II I I I -- I l I - 10' 1'.10' ~ .E:JI1'! = .1 ~~ I' /1rr--~ 0/ Ir~QI 1/ ~ t---- _ _ 8' eMU WALL ABv. ~ ~ ~ > ~ ~ ~ ~ ~ I ~ @ P/ r-- . /~ ~ N ~ ~n ~ /~ <0 >/~~ ~ ~ <0 sn !? = 1'-4' a' <> FOOTING 5Cl-tEDULE <> MK. · ~jZE RElt-FORClNG DEPTI4 Fl 2'-~'x2'-~' (1) 19 . o' o.c. EACH WAY 12' DEEP F2 3'.~'x3'.~' (1) 19 . o' O.C. EACH WAY 10' DEEP FOUNDATION NOTES: 1. SEE SHEET SN! FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURvEY St-.fALL BE PERFORMED AND A COpy OF Tt-.fE SURvEY St-.fALL BE ON Tt-.fE SITE FOR TI-lE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS St-.fALL BE EXPOSED AND A STRING STRECTCt-.fED FROM MARKER TO MARKER TO VERIFj REQUIRED SETBACKS. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVlEW AND VERIFY ALL NOTES. DIMENSIONS. AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DiMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE A TTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUC~ON. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS TH A TARE MADE AFTER THE FI N AL PLAN S HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE, o eAMUEL A 6~EN6E~, PE. *3424S o T4-4U-( H. t-lUYNH, P.E. ~~122 o IRWIN J. 6ENeoN, PE. .4~1S8 TO T~ eEeT C4= T~ ~INEER'e l<N0Ul.J:D(,E .AND eEL-IEF, TI-IE eTf011JCTURAl.. PLANe AND eFECIFICATI~e ca1f1.. Y UJITI-l TI-E FLORIDA eulLDIN:r. CODE, 5ECTI~ Ib06 FOR 12" MPH 3 6ECOND GUeT UJIND Zc:t-lE (2001 EDIT1CW. TI-lle DRAWINGs AND DEelGN Ie VALID FOR 12 l"1CNTI-lO AFTER TI-IE DATE IT Ie erGNED AND 5EAlED. elGNED AND QEAJ.ED FOR TI-lE eTf011JCTURAL FORTI~ C4= THle DRAWING cw.. Y. ~~ a~ c '~ €JcJ U w ~ ~ OC ~ ~ OC ~ 10 ~ - - (!J a: ~iJ Qd)~ Qd)3 'u-'3t .:J>df.t~ t:AX 813.~i4800 .08 A!lJIQT('M AIf. EAST, ~ A. mTT N ~~ ~~ ~ ()~ , ~~ ~~ <I .Q~ ..:. <S~ (j\.'i ~~ !~ ..J<O ~! (j)Z u-" I I !H~ zRi G~ ~~ <tu- ~ ~~ <[~ iH ~ i! Q~ () . ~I ..J~ to ..J~ W ill ~ij (.;.1 ~.n Ii ,"t ~~ ~~ Q c!'IG:) I~ v x' !! gw ~~ ~~ @ .) "'" (f) Z U; ~ u.; U; r.L 0 (j) (j) (j) en - ,. to ~ 10 ~ ~ Q) ,. 0 (I) ~ < CD ". ,. It) ,. .J ~ :> 0 .J =< ~ e( 0 j ffi . 61 61 e( . lH .,j (!J -< ffi ffi -< W z ~ > > I- ~ 8 8 0 a: (!J l- e( '" ~ DATE I 10-24-02 SCALE I AS NOTED ~eY, MT AUTOCM:J FlU: NAMe 1991 EN6INEfR OF RECORD , DANSCO ENGINEERING. P.A. SHEET DE5G.RIPrlON I FOUNDATION PLAN ~ ~ oTRUCTLiRAL NOTEo: CD PROViDE (1) ~ IN FILLED P. LINTEL AND (1) ~ IN FILLED KO. BLOCK ABOvE CD PROVIDE (1) lIS IN FILLED P. LINTEL WI 2' RECEoo @ (2) 2x8 BEAM WI v2' PL YUJOOD FLITCI-4 WI (1) olMPOON LoT Ala ti EA END. PROViDE A (3) 2x4 oPACER COLUMN ti EA END WI (1) olMPOON MET A20 TO MASONRY WALL BELOW. DIMENSION CONVENTION OVERALL & EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8" NOMINAL BLOCK 4" FRAME WALL U,N.O. FOUNDATION DIMENSION FROM OUT~DE OF BLOCK FLOOR PLAN NOTES: 1. SEE SHEET SN2 FOR COMPONENT 4 CLADD lNG DESIGN PRESSURE TABLE. 2. SEE SHEET SDW1 4 SDW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3. ALL PLUMBiNG, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, iNSPECTED, AND APPROvED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 105.0). 4. *-DENOTES EGRESS WINDOW Y'iALL LEGEND - INDICATES FILLED C.ELL VV (I) #5 VERT IEIIIIIIlIIII.1 INDICATES TOP OF MASoNRY 0 e'-o" ~ ~ INDICATES 5HEAF?, ~L ~ INDICATES INTERIOR BCARIN<Sr Y'iALL TO TI-4E BEST OF TI-4E ENGINEER'S KNOWLEDGE AND eEllS:, T~E S~TURAL PLANS AND SPECIFICATIONS COMPL Y WIT~ Tl-lE FLORIDA eulLDING CODE, SECTION I~~~ FOR 12~ MPi-1 3 SECOND GUST WIND ZONE (2~~r EDITION). TI-4IS DRAWING AND DESIGIN IS VALID FOR 12 MONTl-le AFTER TI-4E DATE IT IS SIUNED AND SEALED. SIGNED AND SEALED FOR TI-lE S~TURAL PORTION OF TI-4IS DRAWING ONLY. ~ N <0 / NIC~ Q (-) 8' , in Q , <n ~ ~ @NICHE AT F~~ ~ N 8' 8'-0' It ~TOP Cf WALL ~ ~ 5t in 2 V4' CASIJt; EA SIDE ! @WALL @ KITCH~ LA'TE&T DATE , IN ~E56 DE5C.RIPTION , REVI510N OATE I oe/21/00 01120104- E~.O. t'611 ~--t ll) CJ~ c .~ EDel ~ w ~ ~ OC ~ ~ OC ~ o N ~'.0' FILL CELL uJiMA$ONRY Mix TO COVER PIPE. (AFPROX.::' COUR5E5) NO VERT. RE6AR REQUIRED 1'-4' 2ff-0' 1'-4' 10'-4' 26'.0' 2S Sl1. 14D. AT ~'.8' *E6RESS ~ , N ~ BEDROOM 3 10' -0"x11' -1" 8'-0" VAULT CLG. ~'-4' r---------i I I @ 10' -4' 10' -4' ~'-a' I i:::t ~ BEDROOM 2 10' -O"x14' -6" 8'-0" VAULT CLG. GARAGE 19'-0"x19'-0" 8'-0" PLT. HT. ~ ~ ~ ~ I ~ I i:::t J BEDROOM 4 10'-0"x14'-7" a'-o" VAULT CLG. I I (pl~ -J..I I I rTi I / \ I I / \ I u " \ I ~ ~" \ I ~ 1/ \1 ~ L_.J <:() !ffi <0 , :2! 1'.;' p ~ I:: ~ ~ <!: ~ i E ~ ~ ~L__~_ n'.s' \--.. ~ N 10'.1' 1'-,' 8'-0'. ~ FLAT'" CLG. I '" ~ <n ~~ ill I ~'(j;) ~'<1 ~Q L--. ~ ~ IG-tE UJALL T ~'.4' AfF. RlS T6 T6 8'_0' FLAT CLG. 0:: u ~I FRAME B~ WALL TO 8'-0' AfF. <<-. ~ in in ;'.1' ~ <:() ~ffi 3.0xb -8 6 FNL WI r~ 12' TEMP. SIDE L T. ~v AND (SEE FOYER 11'-4" FlAT CLG. ffi ~ in 4'.4' 1'.10' 4'.4' @8 iJ5 3'-6' 10' / /ARCH- 2.5:12 SPRING FRCM 5LOPE zT ~ b'.8' TO 1'.4' /~t~ ~ 4'-~' <n ~ ::.,. n'-I' 6'.2' 2'-(1)' u.~ CPT. '" " Q , N 23'-3' ,'-0' 4'.0' 2'~~' I~ ~ I 0 DINING 10'-0")(15'-0" VAULTED CLG. 2.5:12 - vAULT ~ 19u.; :::::i~ &<c t=~ 2'<1 L PATIO a'-4"x15'-4" ~ VAULTED CLG. '(j;) 4' ST Q , ~ " 1~YJ~~ _~90M " VAULTED CLG. " 2.5:12 ~61ofl ~&" :t:~ ~~ <S> " ~'<i '" , D " ~:r "" ~ = FAMILY ROOM 15'-3"x15'-0" VAULTED CLG. 10M. 8'.0' AfF. Q , ~ CPT. ~ --- I ~ i'n KIT. /BRKF 16'-9"x15'-0" VAULTED CLG. a' 22'-D' 8' WALL l-f1G14T WIl' x 8' WIDE- 2 1/4' CASIJt; EA SIDE (SEE DETAIL '6') ~ i:::t t- ~ ~ --;";' ::3 ~~ 8'-0' 3S Sl1. HO. AT ~'-8' 35 511. 14D. AT €;o'-8' 1'-4' 23 511. 14D. AT ~'.8' 2'.8' 1'.4' ;'-4' 6'.a' n'-4' ~'_~' ~'.1' n'.0' 4'-0' ;,'-8' 4'.&' 6S'-0' <l !-~ 3<Jl ..... 5CALE~ 1/4': 1'-0' 15eWrNCE Cf ~ Fro1 TI11$ DESIGNERS CfFlCE 5I-IALL NOT fiELlEVE TI1E BUIl..DER Cf !':E~161L1TY TO REViEW AND VERJ'F'f All NOTES, D/MEN5ICNS, AND ADHERENCE TO Af1=tICASLE BUILDIN::i CODES FRlOR TO ~ Gf kil' ~TRJCTI(){ kil' DI5Cm'ANCr Cf ~ IN NOTES, D/MEN5ICNS, OR AD~ TO Affi..ICAeLE BUILDIN::i COOES Sl1ALL BE 6RO..t114T TO TI1E ATTtNrICN Cf 'M: DESIGNE'RS CfFlCE roR ~CTICN I3fIOl':f W11ENCEJ'a(T Cf .wr CCN$mJCTlCN. ~ f'fY1$ICN,; OR Cl-l~$, NOT !'fLATED TO TI1E amCTICN Cf ~ TI-lAT A/if M.6DE tfTER 'M: FINAl. Fl.A'iSl1AY1: BEEN ca1PLETED 5!1ALL BE &eJECT TO AODITIClW. FEES. f ANY I-WIFICATICN5 A/if MADE TO Tt4ESE fLAt'-l5 ey ~ 0TI-lER PARTY O'M:R TI1AN me DESIGNER5 CfflCE, THE DES~ SHALL NOT BE I4EJ..D !':E~I8LE. ~ WIND ~ 11 PLF FLOOR PLAN - - <!J a: ::) &XI ~cn ~ ~:$ ~~ ~~ ~ WIND >> ~~ PLF f}!~illlt'~lk' FAX 813-~.~i~gOO 408 AlUmCff A'tt EAST. CUlSIUJl R. s.wr \.. ./ ~ ~ !u. _It 3~ r '" N ~gl ~~ ~ O~ , ~~ <t~ ~, n~ ":~ O~' ~~ 1= -1<0 ~! (f)Z u." I I i~ zffi 'IX ~;l Q l5~ <[~ iH ~ ~~ 125 Q~ 0 . :1 -I~ 10 ill -I~ III ~ij t:-l <t1O ,'t !~ Q~ ~~ ~~ Q !1!!l " .05 XI ~~ 2 III ~~ .~ @ Q:t lLlL ./ T.O.6. 12'.1' AfF. (() ~ " (j) Z ~ ~ ~ ~ ~ 0 (f) (f) (f) (Jj - ,.. (Q N 10 'If I- 0) ,.. 0 ~ v < 0) ~ ,.. 10 ,.. .J N ::> 0 .J >- < ~ a: I- 0 ..J ffi . Q Q e( . W W W ,.j C} ~ ffi ffi 4( W ~ ~ > > I- > 0 0 0 a: ::l (!J 0 0 l- e( ~ I"~. DATE , RELEASE DATE SCALE , AS NOTED ~6Y, MT p.urOCAD FILE NAME 1991 o 5AMUEL A GREENBERG, F.E. ~424S o T~UY ~. ~YN~, F.E. ~~122 o IRWIN J. 6EN5ON, F.E. -4ca1se EN6INEER OF RECORD I DANS CO ENGINEERING, P.A. sreT OESCRIPTlON , FLOOR PLAN >- I) or lIO) D ~ .- o ~ ~ or .- o D > o Z; - '- .L. 01> :. o ~ >- J.J ....I J.J , ~ >> - - 1: ~ 1: - - I> > ~ :::,) ... :lit :lit ... - :l: <C it!: z:: J.J ...J - ... CD .- ~ <:d e - cG .- cG '0 - ;!.) --------T--------------- I I _____.J 11 I I r--- I I I / I I I I I I I I ~ Il-"'{ T'T'P. ~ AT HIP NN,O) LINE OF INTERiOR HIP V AUL T TOM. ~ (Q - -- D FINISl1 FLOOR LINE ---- 0 -- elf.R!DGE -1] VENT (TiP) 0 0 8 02 0 0 - -~ ROOF VENT CALCULATIONS: LINEAR FEET OF SCffIT VENTILATION: 210 FT. TOTAL LINEAR FT. OF VENTILATION REQJIRED THRMI-l ROCf VENTS: Ib.% FT. TOTAL LINEAR FT. OF VENTILATION FOR EACH ROCf VENT: 2.tj2 FT. Nui'18ER OF ROOF VENTS REQJIRED~ b ROOF vENT SCHEDULE Verif~ LUlt.h General Cont.ractor all roof verlt locat.fons, '1uantitles, and sizes. Roof vents shd II be lnsta lied for a minimum of vented area as listed below: Mark Location Off ridgs vent.s or 6offit. Vent. e'1ua I 5~stem (5'1. in) (5'1, in) RVI 1st. Level Roof - -- - -- RV 2 Garags . -- - -- Roof I II II II 11-- II II 8 Q! -- ROOF PLAN SCALE: 1/8' : 1'.0' I I Sl1I~~ ~ I I Cff.RID6E VENTiTlP) 12 ::::::::J S El TExru~ EJ ~ DECORATIVE ~ISl1 ~ GRADE LINE (A&aMED ) LEFT ELEVATION SCALE: 1/8' : 1'.0' NOTE~ A.ASl11~ Sl1ALL BE INSTALLED AT UJALL AND ROCf INTERSECTIONS, AT CiJTTERS, AT ALL CI1A'GEs IN ROCf SLOPE OR DIRECTION, AND AROID ROCf Cf'ENING5. * * * * * * EGRESS NOTE: EACI-l BEDROCt1 i1JS T !1A YE CNE UJINDCW T\-iA T W1FLlES UJITl4 EGRESS CODES, IF Tl4ERE 15 NO ACCESS TO EXTERIOR 1l4ROX1l-l A DOOR. 1H: UJINDOUJ MUOT l4AYE A MAXii'U1 SILL I-JEIGl1T Cf 44' ABOVE FINIOH FLOOR LINE OF Tl-lAT . PARTICULAR ROCM * * * * * * 12 ~S lO 11. ~ ~ ~ (Q TExn.~ DECORATive TEMP. ~IOH FINIOI4 FLOOR LINE 5l1~ ~ B 1112' 1l41CK SAND FINIOH KEYSTONE ilF APPLICABLE) RAISED SAND FIN15l1 ~D BANDI~ ;]5 NOTE: z THIS DETAIL 5l1OJJ& THE frPICAL THICKNESSES u: ... ~ ... <J) OF ALL RAISED TEXTURED FINIOI4 BANDi~ !K , AND SAND FINISi-lED KEYSTONES (lJ).JERE ?3 5 APPLICAI3lE) IF Tl-lICKNESS 15 TO BE ~ DIFFERENT IT UJILL BE CALLED O,JT AT 1M '3 SPECIFIC KE~WTE CALL -OJT :::::l .' ..' * * * * * * THICKNE05 OF TEX11JRED FINIOH OVER 3/4t FRAME APPLICATION TO BE PER n4lCK FLORiDA 6U!LDING CODE 2S042J AND ASTI1 C~2b. * * * * * * TYP. CROSS-SECTION OF RAISED TEXTURED F1f\IISH BANDING AND / OR SAND ANISH KEYSfONE SCALE: " : 1'-0' ~~ LINE OF INTERIOR ~IP vAULT T.o 11. -- -- _--f2's ~ . i:::t TEX11JRED- DECORATIVE FINISl1 a' TExn.l'fD BA'-JDI~ iTlP) FINI5l1 FLOOR LINE D ,. D in ;,. , <0 i'- ~ D in - DDDDDDDD DDDDDDDD DDDDDDDD QgQgQgQg TEXTURED DECORATIVE FINIOH FIXED Q TEXiURED- 0.; SHUTTERS illP) ALIGN TCf' OF B.w~ UJITl-l60TIC,11 OF UJINDOUJ --- lOM. T.OM. ~ (Q ~ (Q TEMP. TEMP. GRADE LINE ( ASaMED) REAR ELEVATION OCALE: 1/8' : 1'-0' 12 S~ PL T. \-iT. TEMP. Sl1INGLE ROCf FINISl1 FLOOR LINE TEXTU~ DECORATIVE ~10I4 GRADE LINE (A&aMED ) 40'.~' (~ u.v mJ66 HM.F) ROCf TM5Es ____AT 24' o.c. -_ (TiPICALJ PL/m- Sl4ELF ~ (Q ~ ~ BR. 3 ~ F ILV C SECTION AA SCALE: 1/8' : 1'.0' 12 ~s 10' l' ,. IB UJ TEXTURED KEYSfONE DETAIL SCALE: 3/4' : 1'_0' 2'-4' TEXThW KEysTCNE (OEE DETAIL! 5l11~ ~ G.c. VERjP( FASCIA CALL-OJT illFICAL) T.OM. b' TEXTURED ~ 6ANDI~ illF) (Q in a' TEXT1.Jl'fD BANDI~ (TiP) FINI5l1 FLOOR LINE GRADE LINE ( ASSUMED ) FRONT ELEVATION SCALE: 1/4' : 1'_0' 5l1~ ~ I I CfF.RID6E VENT (TlF) lO 11. a ~ (Q ,,0 ~GJ ~ FINISl1 FLOOR LINE RIGHT ELEVATION SCALE: 118' : 1'-0' I..AT$T DATE I IN~~ DESCRIPTION I REVISION DATE I Oel:2,/OO ~'<t o~ C'~ €JcJ u w ~ ~ OC ~ ~ OC ~ g ~ - - C!J a: ::) \r--'fB ~~ ~3 \r--'~ '" '~~~i'i'm~h' FAX 813-~<<Hg60 408 AllJl6Tat AYE. EAST. (ArouJl. R. SW7 N :n~ ~~ ~ ()~ , ~~ ~&O 01 -c, .,;~ Oci" ~~ !m -J<O ~! d)z u.'" I I ~~ zffi a~ ~~ ~u. Q 15~ q~ 1M ii) I! 't O~ 0 . :1 -J~ 10 -J~ W ill ~~ ~ ~&O "'>- ,'t a~ ~~ ~~ ~~ Q cl"I<O ~~ '" i~ x, 3w r Q~ J (La.. ~ j' '" (/) Z ~ ~ ~ ~ ~ 0 CI) (Jj - ... <<) '" LO ~ I- 0) ... 0 (I) ~ c( 0) -.j' ... It) ... .J N ::> 0 .J ). c( < a: ~ I- 0 Z ..J W . fa 0 c( . ~ w ..:J <!:J a: ffi w < W ~ a: > > I- ~ 0 0 ~ a: ..J 0 0 c( '- DATE I 10-26-02 SCAL..E I AS NOTED ~aY, MT AUT'OCAD FILE NAME 1991 ~INEER OF ~ I DANSCO ENGINEERING, P.A. 5HEET z:;e;c.RJPT10N I ELEVATION -A. --------T--------------- I I _____...1 ~ I I r--- I I I I I I I I I I I I 1'-0'{ TlP. ~ AT HIP (UNO) --- 0 --- Cff-RiIl6E -~ vENT IrrP J 0 [ ill 8 ~ 0 0 --- --- KNEE WAlL I II II II II --- II II 8 ~ ROOF PLAN SCALE: V8' : 1'_0' ROOF VENT SCHEDULE verif~ with General Contractor all roof vent locatione, '1uar"ltitle5, dr"Iod ~ize5. Roof vent~ ~hall be in5talled for a minimum of vented area ae lieted below: Mark Location Off ridge vente or ooffit Vent e'1ua I 5~5tem (5'1. in) (5'1. in) RVI 15t Level - -- -- - Roof RV 2 Garage - -- - -- Roof >- ::c ... $I SI :\.l D $I " ... .... .- ~ > o ;e: - ... "- I I Ofil~~ ~ROCf I I CfF-RiDGE vENHf1PJ at 3Il o ::c >- .u ~ .u , ::c " ~ T.oM. - J:: ~ J:: - ~ <0 - :n ::>>- <C ;:) ..- ::ll) ::D .- - :c: <C z; z; .u ~ ~ ... CI) - co to e - = .... C!3 o - D TEXiU~ DECORATIVE ~10I4 EJ FINIOI4 FLOOR LINE ~ELlNE ( AOOiJ1ED ) 40'-0' (vm:r u.v TFaJ$5 ~) I..ATEST OATE . IN ~E56 DESCRIPTION. REVISION DATI: I oe/2,/00 ROOF VENT CALCULA nONS: lla' iHlCK !WI ~ ~ OC ~ C)} OC ~ (() ~ Roar TMSES __AT 24' o.c. ___ IrrPICAL! ~~ ll) a~ C'~ @cJ ~ - - Pl~T Sl-fLF SAND FINIOI4 KE'rsTONE (IF AFflXABLEJ RAISED SAND FINISl1 TEX11JFfD BANDING LINEAR FEET Cf SCfFIT vENTILATICN: 210 FT. TOTAL LINEAR FT. Cf VENTILATION REaJlRED TI-l~14 Roar VENTS: Ib.~6 FT. TOTAl LINEAR FT. Cf vENTILA TlON ~ EAOl ROCf VENT: 2.92 FT. NtJ"1eER OF ROCf VENTS REQUiRED: b ~ ~ ~ <0 SR. 3 ~ F ILY J5 NOTE: z ..' 11415 DETAIL 5!4O\LI51t4: TrPICAL T14I00iE$SEs IT: ..' ~ al OF ALL RAISED TEX11JRED FINIOI4 BANDING ~ ." ~ AND S~ FINI5l-lED KE'rsTONES (ll.I-lERE w " ~ AFflICABLE) iF TI-lICi<NESS 1$ TO BE ~ DiFfERENT IT WiLL BE CAlLeD OJT AT !;Jt sffCIFIC KErNOTE CALL-OJT =:i * * * * * * Tl-lICi<NESS OF 'TEXTURED FINISl-l OVER 3/4' FRAME APPL ICA TICN TO BE ffR iHlCK FLORIDA BUlLDN:i CODE 2~42.1 ~ ASTM C~2b. * * * * * * SECTION AA <.? a: :) v--'~ gd)~ gd)3 v--';t SCAlE~ 1/8' : 1'_0' TYP. CROSS-SECfION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: ~' : 1'-0' ,l' ./*ui~i~ NCTE~ FLASI1ING 5l1ALL BE INSTALLED AT WALL AND ROO: INTER$ECTICNs, AT GUTTERS, AT ALL Cl1AtGfS IN ROO: SLOFf OR DIRECTI~ AND AROID RC<:f OPENI~. OfiI~LE ROCf tH~ 12 6' TEXlUFfD 12 ~; FRiEZE 'f- ;~ B~ING (T'fP) 12 .... --- PL T. HT. ~; Sl1INGLE , If LINE OF INTERIOR 8' TEXTURED Sl1I~ I-lIP vAULT ROCf - TEXTURED S11JCCO 2'-4' BANDItt; I1lP) FINISl-l - ~C<:f G.C. VERiFT' -- I -- - 4' TEXTURED FASCIA CALL-OJT - - - --f2.; ~ ~ ~ B~ltt; (liP) Cf1PICAL) \ - , T.O M. -- t::I I lOM. F& N b' TEXTUFfD lIE lIE .-- [ 0 6' TEXTURED B~I~ (T'fP J \, - DDDDDDDD ------ ~B~ING (1lf) \ ~ ~ ..-- D / in ~ ~ DDDDDDDD ~ <a '9 t". >- <a r- TEXTURED- - ~ / DECORATIVE ~ /" '-- in DDDDDDDD in ..-- ~ TEXTURED r--- D I . DECORATIVE FINIOI4 ::.,. V >- ::.,. :;,. in - FINISl1 b' TEXT1JFfD--,,- Lt ~ FINISl1 FLOOR LINE B~11'iG mp) - L-. ~ ~ I FINIOI4 FLOOR LINE I '- L, '-- FAX 813-9.~a4ffoo 4C4 ,IJUtQlQI AYE EAST. MILIJl, Fl. SW7 ..... N ~~ ~~ ~ O~ I ~~ <t~ ~I n~ ... ~~ gEl l)~ I~ -JtQ U)Z LL'"' I ' ~~ zai ~~ Q !~ <[~ ~i5 :H ~ I! Q~ 0 . ...~ -J~ 10 q.. -J~ W :i ill ~Q ~ <tan !~ l"'t ~~ ~~ Q Cl)tQ ~!!l '"' .05 X, ~~ 2w ~~ .~ @ ~[ * * * * * * EGRESS NOTE: EACl1 BEDROO'1l1JST I-IAVE CNE UJINDOUJ Tl-lAT COMPliES WIT\-! EGRESS CODES, IF Tl1ERE IS NO ACCESS TO EXTERIOR TI-l~14 A DOOR. T\.€ UJINDOW t1.J&T HAVE A MAXiMUM SILL HE!GI1T Cf 44' ABOVE FINISl1 FLOOR LINE OF TI-lAT . PARTICULAR ROcr1 * * * * * * TEMP. GRADE LINE ( AS$IJ1ED) FRONT ELEVATION SCALE: 1/4' : 1'-0' 12 ~; Sl-lINGLE RC<:f (f) Z ~ ~ ~ ~ U; 0 (j) (/) rn CJ) - .... fO (\,I 10 ~ I- 0,) .... 0 (l) ~ <( Q) ~ .... 10 .... .J C\I :J 0 ..J >- <( ::( a: 0 ~ ..... ..J i1i . 61 61 <( . w ,.j ~ i ffi ffi < W ~ > > Jo- 8 8 0 0: ::J I- <( ~ DATE I I I m-RiD6E VENT (llPJ 12 ~; 10-24-02 El~ ~ ~ Sl1I~~ ~C<:f 5I41~ ~ -- -- lOM. T.O M. T.oM. ~B 8 ~ ~ DECORATIVE '9 ~ <0 ~I~ ~ <0 <0 FINIOI4 FLOOR LINE TEMP. TEMP. GRADE LINE ( A$SIJ1ED) SCALE I AS NOTED lOM. 0RAI"1N 6Y . MT TEXTU~ a DECORATIVE ~1Sl-l * '9D ~GJ 2'-~'~ TlP. ~ eANDlt-6 <0 ~ AT 51DE6 ~ <0 tWTOCAO FILE NAME 1991 EN6INEER OF RECORD I DANSCO ENGINEERING. P.A. SHEET DESCRIPTION I FINIOfi FLOOR LINE FINIOI4 FLOOR LINE GRADE LINE ( ASaMED ) ELEVATION 989 REAR ELEVATION LEFT ELEVATION RIGHT ELEVATION SCALE~ 118' : 1'-0' SCALE: 118' : 1'.0' SCAlE~ 118' : 1'-0' --------,--------------- I I I _____.J ~ 1 I ~--- I I I I I I I I I I I I -- ~ -- C!f-RnlGf - ~ VENT iT'rP) ~ U 8 Ii? ~ ~ ...0-- . ) r ~ ~ J ) J ) r r ) ~ . ~ :Jl I , ) 10 J1. I'."" TYP. ~ AT HIP (WW) ROOF PLAN SCALE: V8' : 1'.0' STRUCTURAL NOTES: CD PROviDE (1) ~ IN FILLED P. LINTEL AND (1) lIB IN FILLED KO. BLOCK ABOVE CD PROViDE (I) lI5 IN FILLED P. LINTEL WI 2' RECESS o (2) 2x8 BEAM WI V2' PLYWOOD FLITCH WI (1) SIMPSON LST AI8 'cil EA. END. PROVIDE A (3) 2x4 SPACER COLUMN 'cil EA. END WI (1) SIMPSON MET A20 TO MASONRY WALL BELOW. LINE OF INTERIOR I4IP vAULT ~ D . J J J , ) ) - ; - ) . ~ ) - ) ) , .. ;; j J ) ~ :>> ~ ~ ~ " ~ . 3 12 ,~ 12 ~, -- I I 5141~~ ~oo: I I Cff.RIDGE VENT iT'rP) FINISl1 FLOOR LINE TExru~ DECORATIVE ~I$f.I GRADE LINE (A&$11ED) LEFT ELEVATION SCALE: \Ie' . 1'-0' ~ ~ IWTl-llCK M~D FINIOI4 KE'r5TONE (IF APPLICABLE) RAISED 5A'D FINIOI4 TEXiURED 6~[~ J5 NOTE: z TI-Ils DETAIL Sl1O.IJS TI1E TlPICAL Tt4ICKNE55Es u:: ~ ,,' m OF ALL RAISED TEXTURED FINIOI4 BANDI~ ~ ~ A'D SAND FINI$tE) KE'rsTONEs (liJ.61E ." APPl..ICAl3LE! IF TI-IICKNEs6 15 TO BE w ..' 5 DIFttRENT IT UJILL BE CALLED OJT AT ~ Ide ~ $f1:CfIC KE'rNOTE CALL -OUT :::i * * * * * * TI-IICKNE55 OF TEX11..1f<fD FINIOI4 OVER 3/4' FRAME AFPLICATICN TO BE PER Tl1lCK FLORIDA BIJ!LDi~ CODE 2~42J A'D ASTM C~2~. * * * * * * ROOF VENT CALCULATIONS: LINEAR FEET OF SCffIT YENTILATICN: 210 FT. TOTAL LINEAR FT. OF YENTILATICN REaJlRED TI-I~ ROO: YCNTs: Ib.% FT. TOTAL LINEAR FT. OF YENTILATICN FOR EACl-l ROCf VENT: 2.92 FT. NlN8ER OF ROCf YENT5 REaJIRED: b TYP. CROSS-SECfION OF RAISED TEXTURED FINISH BANDING AND / OR SAND ANISH KEYSTONE SCALE: " : 1'-0' ROOF vENT SCHEDULE verlf~ with Genera I Contractor a II roof vent locatIone, '1uantitlee, arid elzee. Roof vente 5ha II be lneta lied for a mirlimum of vented area de [i5ted below: Off ridge vent5 or Soffit Vent Mark Location s'1ua I 5~5tem (5'1' in) (5'1, in) Rv 1 let Level - -- - -- Roof RV 2 Gara9s - -- - -- Roof LINE OF INTERIOR I4/P vAULT NOTE: FLASl1I~ Sl1ALL BE IN5TALLED AT UJALL AND ROOF INTERSECTICNs, AT GUTTERS, AT ALL CHAtaS IN ROCf SLOPE CR DIRECTION, ~ AROUND ROCf OPENINGS. T .0.11. * * * * * * EGRESS NOTE: ~ , =- E~ BEDROOM MUST HAVE ONE UJINDOUJ THAT TEXiURED CGMFLIEs UJlTt4 E~oo CODES, IF Tf-lERE 15 NO Q DECORATIVE FINI~ ACCEs5 TO EXTERIOR T!-;ROJUH A DOOR. TI1E , UJINDOJJ MUST HAVE A MAXIMUM SILL I1E~T Cf I ~ 44' ABOVE FINI$f.I FLOOR LINE OF TI-IAT I 8' TEX11JRED in FARTIOJLAR Roct1 BANDI~ eNP) * * * * * * FINIOI4 A..OOR LINE --- -- _ - - -=:J2.5 12 ~~ EEBEEB ~ , in 1'.4' (OW o D,. r- D I. TEMP. I. GRADE LINE ( A&$J1ED) Q . N <0 ~ , ::.,. ::.,. ~ N <0 ~ ~ -, ::.,. ~ / / 2 . 24 TEMP. 514. / I4D. AT ,'.1' UJI 1;2 F:ND. F.G. ABV. ;'_2' 1'-~' n'-4' Ib' DiA C.M.U. 1;2 COLlffi CN 18' H. C.I1ll BASE 2'.0' ~-a' PARTIAL FLOOR PLAN SCALE: 1/4' : 1'-0' Sl1I~LE ROCf 12 ~, Sl1I~ ~oo: -- - -- T.O.l1. T.o 11. 10 J1. TEMP. TEMP. ~ TEXTU~ DECORATIVE TEMP. ~10I4 FINISl1 FlOOR LINE ~ ~ ~ ~ 2'-0' TYP. 6A'ID1t6 ~ AT 5IPE$ FINIOI4 A..OOR LINE TEX11.i~ DECORATIVE ~10I4 B ~ ~ ~ ~ GRADE LINE (ASSUMED ) GRADE LINE ( AOOJ1ED ) REAR ELEVATION SCALE~ 1/8' : 1'-0' 40'-0' MWr UV TRJ$51'WtF) ROCf TRU55Es ____AT 24' OJ:,. __ (TlPICAU PLMT SHELF ~ ~ ~ ~ F C fLY I..A1eT DATE , IN ~ESS DESCRIPTlON I REVISION OATE I Oe/ZT/OO 01120104 ErtO.IISII SR. 3 ~ SECfION AA TEX11..~ 5 T\JCCO FINI514 Sl1i~~ ~ G.C. VERIPI' FASCIA CALL-OUT eNPICAU DDDDDDDD DDDDDDDD :.DDDDDDDD - gf]gf]gf] FRONT ELEVATION 2' TEX11Jffi) B~I~ ITlP J T.O .11. --- TEX11,iRED DECORATIVE FINIOI4 b' TEXlURED Q BANDI~ ITlP ) ~ ~ 8' TEX11Jffi) B~I~eNP) FINI~ A..OOR LINE SCALE~ 1/4' : 1'-0' I L - - - - - - .. J., ELEv A TICN '1' (.) 0'.4' 1'-1' S'-2' <6> BRICK PAVERS 1'-0' Q , N ~ 4'-1' I~' D!A C.I1ll COLUi'1-l Al3v. ~ N 2'-4' <0 SCALE~ 1/8' : 1'-0' DIMENSION CONVENTION OVERALL & EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8" NOMINAL BLOCK 4" FRAME WALL U.N.O. FOUNDATION DIMENSION FROM OUTSIDE OF BLOCK Y'{ALL LEGEND - INDICATES FIL.U:D CELL W (I) #5 VERT liIIIIIlIIIIIII INDICATES TOP OF MASONRY 0 8'-0" I- j] INDICATES 5HEAR ~ ~ INDICATES INTERIOR BEARIN6 MU. FLOOR PLAN NOTES: 1. SEE SHEET SN2 FOR COMPONENT 4 CLADD ING DESIGN PRESSURE TABLE. 2. SEE Sl-lEET SDWI 4 SDW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED, AND APPROvED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 101:;.0). 4. *-DENOTES EGRESS WINDOW FOUNDATION NOTES: 1. SEE SHEET SN! FOR TERMITE PROTECTION SPECIFiCATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COpy OF Tl-lE SURVEY SHALL BE ON THE SITE FOR THE BUilDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. n'-4' 2'_0' Ib' DIA C.I1.ti. S'.4' '_0' 1;2 COUt1N A6V. ~j-&' PARTIAL FOUND. PLAN OCALE: \/4' : 1'.0' 0 FOOTING eCHEDULE 0 I1K. · 5fZE FOE Il'FORCING DEPT14 Fl 2'.0'x2'-0' (I) t5 . 0' oc. EAOI WAY 12' DEEP F2 2'-o'x2'-o' (I) t5 . 0' OC. EAOIllJAY 10' DEEP 5141~~ ~ I I Cff-RIDGE VENT !T1P) T.o 11. ~E3 8 ~ (ll,) FINI~ A..OOR LINE RIGHT ELEVATION SCALE~ 1i8' : 1'-0' o SAMUEL A C;F(EEN6ERG, P.E. -:3424S o T~Y ~. HJYN*4, P.E. ~e>122 o IRWIN J. 6ENSON, PE. -4~15a TO Tl-IE 6EeT OF Tl-IE ENGINEER'e KNOWLEDGE AND 6ELlEF, Tl-IE eTRUCTURAJ.. PLANe AND epeClfrCArlONe COMFL y WIT~ TI-IE FL.ORIDA 6U1L.DING CODE, OECTION 16>fZ\6> FOR 12fZ\ MP~ 3 OECOND GOOT WIND ZONE (2001 EDITION). Tl-lle DRAWING AND DEelGIN Ie vALID FOR 12 MONTl-le AFTER Tl-IE DATE IT Ie elGNED AND OEALED. elGNED AND OEALED FOR Tl-IE eTRUCTURAL PORTION OF Tl-lle DRAWING ONLy. I"~ ~~ 0; C'~ QcJ ~ w ~ ~ OC ~ ~ OC ~ o ~ - - C!'J 0: :::) \r-'9J OO~ 003 ~~ ".y:,... Jklf{:.r FAX 813-~ia~~bo 408 AIUkmlI AYE EAST. COOI.4.Il. R. SW7 r N rn~ ~~ i5 O~ .(fl ~~ <t~ ~, n~ <L. ~a !J@ l)d i~ -lcQ U)Z LL'" I I ~~ zftj ~~ ~~ ~ ~~ <(~ w ~ i~ 10 o~ 0 If~ . ..~ -l~ 10 :i ill -l~ w ~Q i:-l <(10 ~~ .'<t ~~ ~~ Q (l)cQ ~!a '" .;5 X, ~~ ~~ ~~ ~[ @ ~ "" en z u; ~ u; u; ~ 0 (/) (/) (/) (/) - ... U) (\I to "Cf I- Q) ... 0 (l) "Cf ( Q) ~ ... 10 ... -' (\oj :J 0 -' ). < < a: j I- 0 Z W . fa fa < . w .,.j ~ ~ ffi ffi < W i: > > .... > o 0 0 a: ::J <!J o 0 I- < ~ DATI: , 10-24-02 ecALE I AS NOTED DAAffi BY , MT AJJrOCAD FILE NAME 1991 EN6INEER OF ~ I DANSCO ENGINEERING. P.A. SHEET DESG-R1PTION , ELEVATION .C. ELECTRICAL KEY f@: DJFtEX ca\'vfNaa 0JTl.ET I4F DJFtEX 0JTt.ET Ae<NE co.MER ~. UEA~ D.ftEX 0JTt.ET ~.~ C:R>>C FAULT ~ M.EX 0JTt.ET ~ HALF-mOEP D.ftEX 0JTt.ET ~@ SffCW- NOf'06E 0JTt.ET g DJFtEX 0JTt.ET N R.~ ~ 220 va. T 0JTt.ET 1 llW..L SIlAT04 13 nftE-lU4Y 6lID04 14 FaR-l1lAY 5lIKT04 .iR t'H:05TAT 5Ufl04 -+ CEILN:S MO.MED ~5CEN1' LIGm FfXTlFif ~ llW..L MO.MED ~5CEN1' LIGm FtXnFf o ~CE$6ED ~5CfM' LIGm FOO1.Ff -+~ LIGm flX1'1.R UMTH FlU CHAIN +== 1"RACK LIGm + R.0Jlif5CEN1' LIGm FlX'l1.R Q EXH/iU5T F~ '~ EXH/iU5T F~IOOT ca-eNATl~ r:P) E1.ECiRlC ~ CffRATOR (~awJ ~ CHll'ES (~ ill RSaJl1~ 5UJT04 (~ @) &m DETECTOR ~<J ~(~ ill 1B..EV1~ (~a-lAlJ <D ~TAT rn aECTRlC t'fTER --- aECTRlC pm ~ DlecancT SUlT04 i8l 5FEIm (CflI()WJ <'it'> ~N taR Cfl. CEILm F~ v .:) <'.~? CEILm MO.MED ~5CEN1' LIGm ~ uv <-~-> ~NtaRCfl.CE'LmF~ NOTES. t OOilDE tW ~TPU LCG6U. Y CERTIFIED ~~ AS ~GlllfifD BY NATlCWL fl~ ffi?TECTlCN A) lID 1ftTN:S 1H: f'fQJM:l"ENT& (K PU 00VEJiiNN1 CCOES. 2. ffi?r1DE tW NaTPU. F~C~T~ ((it) /JIJ f(fQ.jlfifD BY NATlaJ.PL C 1H: f(fQ.j1~ Cf PU ~m CODES. 3.lN..E&5 on.mlOE INDlCAreD,lN$TPU 5UflOfS. ~ACIl5 AT llE roo.~ !-fIGHTS Ae<NE FINI614 R.OOR: SUflaE5_42' OO1l..ET&-'4' ~' TEl.EV15IClL.14' 4. All &m DETtCT~ 5IW.L BE UIftD CN (U C~. S. IT 151lE ~6fOl51e1LITY Cf ne LIaN5ED B..ECTRK;1PH TO INSl.M! Tl1AT PU EI..ECTRlC.AL ~ 15 N RlL W'fLIRa l1A~ NE.C. 6eC9.:~11W PU N=ftICPaE L~ 5TIW~, CODES, lID ~1M'U5. h. i$!I; FiaT ~ACIl51N PU ~ ~ ~ NEe. METER SOCKET SINGLE PHASE :2~~ AMP 6REAKER PANEL NEMA 1 .3~ CIRCUIT o c=J c=J -4 CU TO~ COLD LUA TER PIPE .. DRIveN GROUND ROD 1 112' RIGID NIPPLE LUI (:2) lI'l AND (1) 113 CU T~LU CONDUCTOR ELECTRICAL RISER DIAGRAM NT& ~ ~~ "'~ o I) ~N vJtv:"~ .\ BED\M4 '" '" ---- . MASfER SUITE o I) ~N v~v:"~ . --- >( I .J pino 0~ v~'v ~N taR Cfl. / F~1Gm / / / 1lJ.P. G.FJ. rn 11 LOO tW 5lIKT04N ATTIC r-l ~~I ~ I ~~ _-3 I dl- rn /1 / / / "" "" "" "" / " .v . UVING ROOM ( "" "" \ "" "" "" "" E1.fC. t'ETER E1.fC. p~ BEDROOM 3 . . / ~ . 0 I)~N' ( tf taR~ <:~'"v FmtkiHT /' / BEDROOM 2 . 0 I) ~IN I 't:f taR ~ v~v FmtlGm GARAGE rTi : /,ti~ ~ I, I \ 1m ~ 1\ \ I~ u ~ ifill \I~ !i ~ !iL -1-1 ~ ) ) / I / / ,~. .~ @ - -- '" T6 \ ~I "./ . --- r I..ATEST DATE I IN PROc.E55 REVISION DATE I DESCRIPTION I oe/21/00 0,1:20104 E.I'lO. .1~i1 ~~ a~ c.~ €JcJ tI w C=' ~ oc ~ (!j oc ~ g ~ - - ~ a: ::) An ~(f) :2 ~~ ~;j ~~ r--------- I I I I I ~~ I ;~ I ~~ : I :@: ~I ~I ~: 2.:1 ~I i: ~I ~I -IL_________ r "\ ";:flffl~ii\ FAX 813-9.i~~1~OO 401 AlUI6TCfl Aft EAST. ~ R. S4e77 ~ r N :n~ ~~ ~ O~ I i~ <t~ c, n~ i~ l) ~~ ~~ -Jo:Q ~I d)Z lL'" is\!! . ' i~ ZOC a~ ill ~~ <{~ <tlL ~ fH in ~~ "t i15 C\~ () . ....i!J -J~ III :1 ill -J~ W ~~ ~ <t.n "'>- ."t ~: ~~ ~~ Q (()~ I~ X' !! 2w ~~ Q~ @ llll ~ FOYER ~~~ 1itCE$& ~ LkJ1.iT5 AT v AUL reD Cl.G. TO BE 'ErE. ML' TYPe "" "" .--- . ~-- G.FJ. \. ~ "? \ ~'~. \ ' -' ~ DINING \ ! JtCf IJ.WOJl ,~ - - FtND..w!' I FAMILY ROOM / <'~~. v V FmtkiHT <0 , '" G.FJ. KIT. /BRKFST. ='"J CfmlOO '~\ \ ' , ' r~ ELECTRICAL PLAN " (f) Z U; ~ U; U; u.: 0 u) rn u) u) en - po co ~ I- 10 <ct a) P' 0 (l) <ct ( a) ~ P' 10 P' .J (\.I ::> 0 .J ). ( ~ i!: 0 ~ ffi . c c -( . w ~ ~ ~ (!J ~ ~ ~ W ~ a: I- ~ 8 8 0 ct ..I I- -( \... ~ OATE I RELEASE DATE SCALE I AS NOTED DRAY'N BY I MT ~OCAD FlU: NAME:: 1991 ENlSINEER OF ~ I DANSCO ENGINEERING. P.A. 5HEET DESCRIPTION I ELECTRICAL PLAN if - o \ \'- C I'~~" r ~ ~ J ) ~ r r r ) ~ . ~ :D ~ , . .. ~ , .. , ; ) ) ~ , . , , , f(frfR 1'0 fN0i PACK fOR CON~cCi10(\j, 5HINC1~f ROOf P ai~d fnd Mark ? CJS - CJ.3 P~UMB CLf --- J 101/2 i 2~O' fYPlCfL- 1 i SefBACK CORN~RSef ~ABf~:NcA AND SPACINcA n STRONGBACKS REQUIR D DUE TO DEFLECTION DIFFERENTIAL (SEE STRONG BACK LETTER IN ENG, PACK) DROPPED FLAT TOPS OF HIPS FOR FRAMI (GIRDER NOT DROPP D) TRUSSES AFTER DROP @ 1 1/2' GARAGE RIGHT SIMPSON CONNECTORS TRUSS JOINT UPLIFT CONNECT- CONN. F ASTENERS** TYPE LOCATION (LB S ) TION QTY. CAPACITY PER CONN. A11 G LEFT 2520 MGT 1 4200 22-10d & 5/8" ATR w/5" EMBED & SIMPSON SET EPOXY RIGHT 2520 MGT 1 4200 22-10d & 5/8" ATR W/5' EMBED & SIMPSON SET EPOXY B6G LEFT 1280 M TS18 2 1720 28-10d x 3" RIGHT 1280 LPTA 1 1535 15-10d x 1 1 /2" C1G LEFT 773 LPTA 1 1535 15-10d x 1 1 /2" RIGHT 1129 MTS18 2 1720 28-10d x 3" D1G FRONT 1000 LPTA 1 1535 15-10d x 1 1/2" REAR 1000 HUS26-2 1 1235 8-16d 743 MTS18 NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP LPTA OR EQUAL FOR MASONARY SIMPSON HC10 FOR FRAME: HUS26 FOR MASONRY; SIMPSON MTS18 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHER WISE NOTED THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY LPTA 1 1535 15 -1 0 d X 1 1 12" TIMBER HC10 1 990 16 - 8 d X 1 1 /2" HUNG HUS26 1 1286 20-10d X 3 USP LUMBER CONNECTORS, HUGHES, SEMCO Double connectors to be placed diagonally to each other. Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. *** Mounted vertically * ATTENTION! A SPREADER BAR IS RECOMMENDED WHEN INSTALLING TRUSSES. ALL INTERIOR BEARING WALLS SHOULD BE IN PLACE PRIOR TO INSTALLING TRUSSES. ALL PERMANENT BRACING' SHOULD BE IN PLACE PRIOR TO LOADING TRUSSES. (Le. SHEATHING, SHINGLES, ETC.) ** 40'~O 14'~O' 24'~BII 1'~0" 2'~O 1'~O' i2'~0" Yv'> ~ ~ ~ () () L L () () L L - ilJ \).) ~ , " " l:>-):>. P. .P / I' I' ~ -....: "- ... / , I' CJ1~ ~ ~ " () () / C:Jl - L E J1 L 0 CJ3 ~ " \Jf - - \Jf / c ~ \ ...- .~ ~'" 3 \'- P. '" P. 1 &. CJ5A '" - ""'0 " 1 ~ / CJ5A I' -" ~ "" :J: , ~ / AllG - ~ c r:: ~ 8 / Ale> 0 ~ ,.--. -~, / A9 DF OPPED FLAT TOPS ~~ HIPS FOR FRAMINri 2.5 PITCH VAULTED CLG. IRDER NOT DROPP~ / AS 2.5 PITCH VAULTED CLG. '\ / A1 ~ ~ "- / A6 ;u ~ ~ ~ "'/ AS )> 0 DOWI FRAME VJ ~( ~T CLG. j ;u F lliERS ~ c - ;u 0 g , - ~ (J) ~ e ~ ~ IT1 2.5 PITCH VAULTED CLG. ~ DOWN fRAME 2.5 PITCH VAULTED CLG. A' CLG. ~ BY P. [!i - (/) / 7 DO ~NA~~E ~ A' = I' BrARIN0i HflC1Hf Of BY OlliERS 0 - \ CI(1 @ IO'~? r:.;/ 16" - "" 2.5 PITCH VAULTED CLG. c--., \ -'I' - 2.5 PITCH VAULTED CLG. V /~ BfARIN0iW!-i-~5Af A3 0i1f~e @ B'~O' - CIG / \ / / ~111'411 61 8' FLAT CLG. , 0 - I' ) ,. / ^ co ~ C2 E4/ 62 /L1 /~ ""'l ~ ~3 '" / ~ ~ C3G ../1 63 - I' W: """"l / ~" / ~ - CJS ,A CJ1 / K 64 T p: l - \ ~ - ~ - ~ FLAT TO-~- - ~ E U1A - m () DROPPED 6& T CJ~ ,/J '- - r; OF HIPS FOR FRAMI~ \ - - ... \'-- () Culkln"kI NUl :Ut't'LJJJ'~ ~ L "" (j1 --- - - - 66G CJl A L ~ P. -1 . ~ '- '- , l~ W / ,,~ / I': CJ5 '- , "- /~ l> e7C:$ / ~ ~I - - fbC:<:- - 1/ ~ p. J'~OII / "... .. ~ 1 () ,r.. ~ '7' -411 .......\ 1: J3_ Il'''' E )6 -4 / ' , L ~- -C Jl / /1 ~ - " /1 ~T \.l - - , - .. \Jf 0-.-: '1\, " /' - J r'-. , J. - " ., \)l 0"- ,~ - I L. 4~ - i/ 12'~O' 1/ 6'~Oi / /1 /1 / / 11'-0" J'~O" 1/ 6'~0" ~I 1/ 20'~4'i / / / / / / / / !O'~OI 1/ / FRONT ENTRY PAN / - T \ - T \ - \S\ - co \ ~ \S\ - o \ - T - cc S PLT. HT. @ 12'-7" ROOf fRAM~NG PlA[N] W A QV & w[8w 1/4" = 1'-0" LATEST DATE : IN PROCESS DESCRIPll0N : REV1SION DATE : 08/27/03 07/20/04 E.W.O, #1371 ~ 4--> w G ~ OC ~ G OC ~ o ~ ~.q- 0; c .~ QcJ U - - A - o , \'- ~ a: :::) v---'m O>>)~ 0>>)3 v----~ ::::::;{::::: o \ - ~ ~ FAX 813-~ji~1aoo 408 Aft.Imaf AI{ EAST, ~ R. SW7 - o \ /" N :n~ ~~ :E ()~ . j~ <(~ ..;, n~ <>.. <.S~ (j\!i ~ii3 ~; ...JeO ~~ tl)Z ll.~ . I i~ zffi a~ '<(ll. Q ~~ <[~ tH in 1=1 "t 13 C\~ 0 Ul >-~ ...J~ :1 ill ...J~ W 0- t:-l IL~ <(d'\ "'>- ."t a: ~~ d Q ~!Q ~ .;5 XI ~! 2w ~~ Q~ @ lLlL ~ - \J."\ ~ - o \ en z u: u: u: u: Ii 0 en (J) en (J) qj - ,.. CO ~ 10 ~ t- (J ,.. 0 (I') ~ <( (J 't ,.. 10 ,.. .J N :J 0 .J >- <( ~ a: 0 ~ ..J W . fa fi) <( . ~ .:, ~ a: a: < w w -< w i a: > > I- ~ 8 0 0 a: :J 0 I- <( ~ F' " T - o \ - ~ DATE : RELEASE DATE SCALE : Y<L ~ AS NOTED DRAWN BY : MT o eAMUEL. A GREENBERG, F.E. ~424S o T~Y l..t ~YNj.4, F.E. l'6iZ>122 o IRWIN J. BENeoN, F.E. .4~1sa AUTOCAD FILE NAME 1991 ENGINEER OF RECORD : DANSCO ENGINEERING, P.A. SHEET DESCRIPll0N : FLOOR TRUSS LAYOUT 'A' & '8' TO TliE BEST OF TliE ENGINEER'S KNOWLEDGE AND BELIEF, TliE STRUCllJRAL PLANS AND SPECIFICA 110NS COMPLY WlTli Tl-iE STANDARD BUILDiNG CODE, SECllON 1606 FOR 110 MPH WlND ZONE (1997 EDI110N). TliIS DRAWlNG AND DESIGN is VALID FOR 12 MONTliS AFTER TliE DA TE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR 111E STRUCllJRAL PORllON OF 111IS DRAWING ONLY. \'-- PlUMB CUi 1'-0" IZ-O'I 12'-0" 1'-0' LATEST DATE : IN PROCESS DESCRIPTION : REVISION DATE: 08/27/03 07/20/04 E.W.O. #'371 40'-0'1 - Panted ~nd Mark 14'-0" 24'-811 !'x:n-o 1'0 t:::Nr: !'-[...n:::" [...1 LA, rACK ~OR CONN~CfiON, 5HINC1l~ ROOf ? T ~ L L ~ L L L - W (j1 'JJ - '\ '\ , t:> P. >- ]>. I> J> / '\. '\. ~ ......: ~ ...... / '\ CJl " CJ "- A ~ V - E J1 0 CJ~ loll " - - V CJ \ - - \'-- 1 N f--- (J1 CJS A1 " "'U / CJ , ,~ "- -' ... '" ['\ ~ ~ ..l.. / Al1G ~ (- ~ ~ / A1~ rr1 0 ~ - -~ / A~ DR JPPED FLATTOPS 0 OF ~ii FOR FRA~lING 2.5 PITCH VAULTED CLG. ~~ ,R _ NU r JJI<UI'I'~ / A8 2.5 PITCH VAULTED CLG. '" / A1 "" (j) '" / A~ -I ~ ;0 Q G) AS w 0 D~~FRAME (j) 10 ~T CLG. h )> BY 0 rHERS ;0 F rr1 C r!1 - ;0 3 0 ~ \ - \\) (/) "" ~ Cl ~ I"'l 2.5 PITCH VAULTED CLG. ~ DOWN fRAME 2.5 PITCH VAULTED CLG. 8' FlAT CLG. ~ tn vlntJ'(~ p. i!i - (/) / / DO fiN FRAME ~ 8' FlAT CLG. '\ BEARING HEIGHT OF BY OTHERS 0 \ C1G @ 10'-3 5/16"\ 2.5 PITCH VAULTED CLG. I G~ / . - -' '\. )( /~~EARING WALLS AT A3 2.5 PITCH VAULTED CLG. GARAGE @ 8'-0" - C1G / \ / / ~D 1~ -4" 61 8' FLAT CLG. '\. 0 - I' co )', , ~/ X C2 / A E4/ 62 /~ -......; ~h3 ~ / ~ ~ C3G L 63 '\ - CJ1 / :3 "J / ~" '$ ~ - Q - 64 T l .t.. \ - :& . - CJS A ~ E ~1A DROPPED FLAT TOP~- 65 - -- m () T ~ ~ OF H ~S F FRAMINtk - - - \ ..... -- g \'-- CJ3 A (GIR :R N JJt<ut-'t-'~ ~ 6~G A~ 0 p '--- - - L ~ ~~ h --1 (;) , CJ1 AlA. h) - /" '\. '\ '\ -..:-- " CJ& '\. I'\. '\. /~ , '[> F2f:J / "vv - - Q; (,-<:- - -/ ~ p. - ,Jl ~ ~C J3 / l' -41 J'-O" / ( ....." ..E J3_ ~ E J~ ?~I - -4 / /1 /1 - - - - crt ~\ '\ ... ,.C 1\ '\. / ("\/ " '\. Jl 0' ,~ 10 L - ~ 4~ L I - - / i21-O" 6' -0' / ,/ /, /1 / 11'-411 J'~O" ')'-411 I -0 1 20'~4" V I.... /' / 1/ / / , / / / / 9' _,tll !/ / / ~> () () () ~ ( 000 ~ 4-$ t3 I-~" -1:chJ2-0 - T \ lA 3~ SA ~.q- If) a~ c .~ Qcj - w ~ ~ roc ~ ~ roc ~ o ~ - o \ CJ3 - T , '\. '\. '\ '\. 101/21 \S\ fYPICAl11 SffBACK CORNfR5Cf ~ABe~ NC1 AND SPACINcA '\. - "- - - (!J a: ::::) ~m O)))~ 0)))3 ~3: - o \ .,', .)j%~~;J.r - \$ "" FAX a13-~~;;fa6o DROPPED fLAT TOPS Df HIPS fDR fRAMI (GIRDER NOT DROPP D) TRUSSES AfTER DRDP @ 1 1/2' << AlUmCl AVE EAST. IXMWl. R. Sl8T1 I' - o , r '" N :n~ ~~ ~ ()~ , i~ ~d\ Q~ ~, g~ Oci ~~ ~a --l~ ~! d)~ lL"" , ' i: ~~ ZUJ ~ ~~ <[~ 1M it) ~~ "t i2i Q~ 0 . >-~ --l~ to :1 --l~ ill ill 0- o..~ i:.:I <t:d\ ~~ ,"t ~~ d C ~~ (i!a z;5 "" g~ x' 2w ~~ Q~ @ lLlL ~ GARAGE RIGHT - C0 ''V \ - \S'\ '-D "" \S\ ~ o SIMPSON CONNECTORS TRUSS JOINT UPLIFT CONNECT- CONN. F ASTENERS** TYPE LOCA TION (LB S ) TION QTY. CAPACITY PER CONN. A 11 G LEFT 2520 MGT 1 4200 22-10d & 5/8" ATR W/5" EMBED & SIMPSON SET EPOXY RIGHT 2520 MGT 1 4200 22-10d & 5/8" A TR W/5" EMBED & SIMPSON SET EPOXY B6G LEFT 1280 MTS18 2 1720 28-10d X 3" RIGHT 1280 LPTA 1 1535 15-10d X 1 1/2" C1G LEFT 773 LPTA 1 1535 15-10d X 1 1 /2" RIGHT 1129 MTS18 2 1720 28-10d X 3" D1G FRONT 1000 LPTA 1 1535 15-10d X 1 1/2" REAR 1000 HUS26-2 1 1235 8-16d 743 MTS18 NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP LPT A OR EQUAL FOR MASONARY SIMPSON HC10 FOR FRAME: HUS26 FOR MASONRY; SIMPSON MTS18 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHER WISE NOTED THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY LPTA 1 1535 15-10d X 1 1/2" TIMBER HC10 1 990 16-8d X 1 1/2" HUNG HUS26 1 1286 20-10d X 3 USP LUMBER CONNECTORS, HUGHES, SEMCO "- - = , o \ ~- " ~ ~ ~ ... t:) ~ ~ ~ ,. '\ - '\ '" (j) Z ~ ~ u.: u.: u.: 0 (/) (/) as a) en - ,.. 0) N 10 V ~ 0) ,.. 0 '" V e( 0) 't ,.. 10 ,.. .J N ::> 0 .J ). e( ~ a: ... 0 Z -I W . m fil e( . w .:J ~ ~ a: < w -< W ~ a: > > I- ~ 0 8 0 a: :J 0 l- e( '- ~ - o \ T - o \ - o \ :) D - \\) .. :) ~ - co J1 "- '\ "- '\ DATE : RELEASE DATE - L.. ::II .. :) :> L.. ~ l: , :> :> , ~ ~ SCALE : AS NOTED DRAWN BY : .. <; ~. FRONT ENTRY SPAN P LT. HT. @ 1 2' - 8 11 /1 6 II o 8AMUEL A GREEN6E~, F'.E. -:3424S o TI-lUY ~. ~UYNH F.E. t6~122 o IRJJIN J. 6EN80N, F'.E. "4~1S8 MT AUTOCAD FILE NAME 1991 - i: ~ l: , ., Double connectors to be placed diagonally to each other. Do not drive nails through the truss plate on the opposite side of the truss which force the plate off the truss. *** Mounted vertically could * ** ... r: c " !!! u .J , ROOf fR~MJ~NG Pl~N WCIJV TO ll-iE BEST OF ll-iE ENGINEER'S KNOWLEDGE AND BELIEF, ll-iE STRUCTURAL PLANS AND SPECIFICA llONS COMPLY Wlll-i ll-iE STANDARD BUILDING CODE. SECllON 1606 FOR 110 MPH iMND ZONE (1997 EDmON). THIS DRAWlNG AND DESIGN IS VALID FOR '2 MONTHS AFTI:R ll-iE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR ll-iE STRUCTURAL PORllON OF ll-iIS DRAWING ONLY. ENGINEER OF RECORD : DANSCO ENGINEERING. P.A. SHEET DESCRIPTION : FLOOR TRUSS LAYOUT .8. - Ii) D t) ! " - D ~ 1/4" = 1'-0" G ::lI - S TRUe TURAL NOTES S TRue TURAL NOTES S TRue TURAL NOTES S TRue TURAL NOTES I. SPECIFICATIONS 3. DESIGN METHOD I. I. CONSTRUCTION: 3. I. I. I. I, ACI 318-02 BUILDING CODE REQUIREtvfENTS FOR STRUCllJRAL CONCRETE I. 1.2. ACI 530/ASCE 5/TMS 402-"1"1 ~ ACI 530, I/ASCE 6/TMS 602-"1"1 SPECIFICATIONS FOR MASONRY STRUCllJRES. I. 1.3. ASTM C210-q2, C416-ql, AND CqO-qO SPECIFICATIONS FOR MASONRY STRUCllJRES I, 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYING SUPPLEtvfENTS. I, 1,5. FLORiDA BUILDiNG CODE (rBC), 2001 EDITION I. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOv-lABLE STRESS DESI6N", BY THE AtvfERICAN INSTlllJTE OF STEEL CONSTRUCTION, (AISC) '1TH EDITION. 3.2. 3.3. I. 1.1. "DESI6N SPECIFICATION FOR LliSHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTlllJTE (TPI) 1"1'15 EDITION. I 2. DESIGN: 1.2. L 1.2.2. 1.2.3. 1.2.4. 1.2.5. 1.2.6. ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, I/ASCE 6/TMS 602-'1'1 SPEC:FICATIONS FOR MASONRY STRIXWRES. ASTM C210-q2, C416-ql, AND 010-"10 SPECIFICATIONS FOR MASONRY STRlJG.T1JRES NATIONAL DESI6N SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANY I NG SUPPLEMENTS. PLYWOOD DESI6N SPECIFICATIONS (APA) FLORIDA BUIL:JING CODE (rBC), 2001 EDITION 3.4. LOAD FACTOR DESIGN: 4.4. 3. I. I. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESI6N , CAST-iN-PLACE CONCRETE SLABS AND FOOTINGS SERVICE LOAD DESIGN: 3.2. I. THE SERVICE LOAD DESIGN METHOD HAS USED TO DESI6N , MASONRY HALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT LOAD COMBINATIONS FOR LFRD DESIGNS: 3.3. I. 3.3.2. THE FOLLOWING LOAD COMBINATIONS HERE DESI6NED FOR, TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + HL TOTAL DL + HL ALL ROOF AND FLOOR TRUSSES SHALL BE DESI6NED TO RESIST THE HORST LOAD COMBINATION RESVLTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADIN6 ARE TO BE CONSIDERED. DESIGN ASSUMPTIONS: 3.4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS SHOWN OTHERHISE IN THE DESIGN PLANS. 4. MATERIALS 1.3. SHOP DRAHINGS : 4. I. 1.3. I, 1.3.2. 1.3.3. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DVRiNG THE PREPARATION OF SHOP DRAHINGS WITHOUT WRITTEN APPROVAL FROM THE EN61NEER OF RECORD. ALL SHOP DRAHIN6S ARE TO BE SUBMITTED TO THE EN61NEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ROOF AND FLOOR TRUSS SHOP DRAHINGS ARE TO BE SI6NED AND SEALED BY A FLA REG. PE, AND SHALL INCLUDE, DRAHINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTiNG TRUSS MEMBERS. 2. DESIGN LOADS 2. I. DEAD LOADS: 2.2. 2.3. 2.4. 2.5. 2. I, I. 2. L 2. 2. L 3, 2, L 4. 2. 1.5, 2. 1.6. 2. 1.1. 2. 1.8. 2. I. '1. 2. I. 10. UNIT HEliSHT OF SOIL, COMPACTED: UNIT HEIOOT OF REINFORCED CONCRETE , UNIT HEliSHT OF 8" C.M.U. BLOCK, 1ST FLOOR SUPERIMPOSED LOAD, UNIT HEIOOT OF 2x4 PARTITION HALLS: UNIT HEIOOT OF 2x6 BEARING HALLS, BALCONIES ~ DECKS , TILE ROOF TOP CHORD , BOTIOM CHORD : SHiN6LE ROOF TOP CHORD: BOTIOM CHORD , FLOOR TRUSSES 120 PCF 150 PCF 40 PSF 20 PSF II PSF 12 PSF 15 PSF 4.2. 15 PSF 10 PSF lPSF 10 PSF 15 LIVE LOADS : 2.2. i. 2.2.2. 2.2.3. 2.2.4, 2.2,5. 2.2.6. 2.2.1. 2.2,8. 2. 2. 'I. SIDEHALK AND DRIVEHAY LOAD, 6ARAeE LOADS, CORRIDORS AND BATHROOMS: PARTITIONED ROOMS, BALCONY AND DECKS : STAiRHAYS AND LANDINiSS , ROOF, FLOOR TRUSS TOP CHORD MINIMUM, 200 PSF 50 PSF 80 PSF 40 PSF 40 PSF 40 PSF 20 PSF 40 PSF ROOF TRUSS TOP CHORD MiNIMUM, 20 PSF RAILING LOADS: 2.3. I. 2.3,2. 2.3.3. 2.3.4. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESI6NED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. ALL RAILlN6 AND GUARD RAIL SYSTEM'S ARE TO BE DESI6NED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SiMULTANEOUS LOAD OF 100 PLF APPLIED VERT I CALL Y DOWNHARD AT THE TOP OF THE GUARDRAIL GUARDRAIL SYSTEM SHALL BE DESI6NED TO WITHSTAND 200lb CONCENTRATED HORIZONTAL LOAD APPLIED ON I SQ. FT. AT ANY POiNT IN THE SYSTEM. 23.1., 2.32 ~ 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH 4.3. HIND LOADS: SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. I. 2.4.2. WIND DESI6N TO BE CONDIXTED IN ACCORDANCE WITH SECT. 1606 OF THE FBC, 2001 EDITION, AND CONDIXTED BASED ON A 120 MPH, 3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING. NET UPLIFT DEAD LOADS - 10 PSF SHIN6LE, 15 PSF TILE DEFLECTIONS: 2,6. I. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. ~ ~~4),~--~~ 4.5. RE I NFORC I NG STEEL : 4. I. I. 4. 1.2, 4. I. 3. 4. 1.4. 4. 1.5. 4. 1.6. 4.1.1. 4.1. ~. REiNFORCiNG STEEL SHALL BE ASTM A615-q4 6RADE 40, f'~ = 40 Ksl LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. DESI6N COVER REQUIREMENTS, C-I-P CONCRETE FORtvfED AGAINST EARTH, C-I-P CONCRETE EXPOSED TO EXTERIOR , C-I-P CONCRETE NOT EXPOSED: 6ROUT FILLED MASONRY , PRE STRESSED CONCRETE LINTELS (ADD. REBAR IN) , PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) , HELDED HIRE FABRIC (HV--IF) , ASTM AI85-qOa. DETAIL REINFORCEMENT IN ACCORDANCE HITH ACI 315-LATEST EDITION. 3" 2" I 1/2" 3/4" I 1/2" I 1/2" CONCRETE : 4.2. I, 4.2.2. 4.2.3. 4.2.4. 4.2.5. 4.2.6. 4.2.1. CONCRETE TYPE MODVLES OF MIN. 28 DAY ELASTICITY DESI6N (f'c) DESI6N (E) 4.6. C-I-P CONCRETE (NORMAL HEliSHT) C-I-P 6ROUT 2,500 PsI 2,850 KsI 2;500 Psi 2,850 Ksl 3,000 Psi 3,122 Ksl 5,000 Psi I 4,030 Ks! PRE CAST CONCRETE LINTELS PRE STRESSED CONCRETE LINTELS CONCRETE SHALL CONSIST OF I" MAXIMUM A6GRE6ATE CONCRETE MIX WITH SLUMP BETHEEN 6" AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.1. GROUT SHALL CONSIST OF PEA ROCK (3/B" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERiA. CONSTRUCTION JOINTS WILL BE PERMITTED METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE HITH THE SPECIFICATIONS AS STATED. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKHAYS ~ DRiVEH.AYS) , 3 1/2" MIN. THICKNESS HI MiN, REINFORCEtvfENT OF 6.0 x 6.0 HI 1.4 x 1.4 iAlHF @ MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. iAlHF @ CONTRACTORS DISCRETION. CONCRETE PLACEtvfENT PRACTICES SHALL BE IN ACCORDANCE HI ALL ACI- MCP 1"1"1'1 STANDARDS. CONCRETE MASONRY : 4.3. I. 4.3,2. 4.3.3. 4,3.4. 4.3.5. 4.3.6. 4.3,1. FILLED CELLS HI (I) #5 BAR SHALL BE LOCATED @ 8'--0" O,C. MAX, @ BOTH SIDES OF OPENINGS 6'-0" HIDE OR MORE, @ THE HIOO SIDE OF ALL MASONRY HALL STEPS, ~ @ ALL CHANGES IN DIRECTION OF THE MASONRY HALLS. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM 010-<10, TYPE II NON-MOIST1JRE CONTROLLED. ALL CELLS t CAVITIES BELOW 6RADE HILL BE FILLED HI CONCRETE IN ALL STEM HALLS. THE AeeREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1;500 PSI MINIMUM. , METHOD OF CONCRETE MASONRY PLACEtvfENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION. LINTELS SUPPLIED BY APPROVED MANUFACT1JRER, i) FECP/CAST-CRETE CORPORATION 2) PO HER CONCRETE 3) ALLIED PRECAST 4) LOTI 5) MARION MASONRY 6) HIEKHA S TRUC TURAL LUMBER : INTERIOR LOAD BEARING HALLS SF.F., I'b = 615 PSI, E = 1200 KsI ALL EXTERIOR FRAMING SF.F., fb = 615 PSI, E = 1200 KsI 4.4, 1.2. ALL FRAME HALLS TO BE CONSTRUCTED USING SF.F. , SWD QUALITY OR BETTER 4.4.1.1. 4.8. SOIL: 4,8. I, 4.8.2. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. ALL SOIL IS TO BE CLEAN t POISONED FOR TERMITES PER FBC 2001 SECTIONS 104.2.0, 104.2./, 1403.1.0, 1503.4.4, 1816, 1'116./.5, 2303.1.4, ~ 2304. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT 4.4.2. ALL PLYHOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I UN.o. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I UN.O. 4, 4. 4. IF OSB BOARD IS TO BE USED IN PLACE OF PL YHOOD IS TO HAVE SIMILAR OR 6REATER SECTION PROPERTIES. 4.4. 5. ONLY STRUCT1JRAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD iSRADE PRESSURE TREATING. 4.4.6, HHEN PRE EN61NEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACT1JRER IS TO SUBMIT SHOP DRAHIN6S TO THE ENGINEER OF RECORD. 4.4.1. DESI6N, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE WITH THE "DESI6N SPECIFICATION FOR LliSHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE ANSIITPI 1-1"1'15, HIB-<11 AND QST-88. 4.4. B. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT HOODEN TOP PLATES, 4. 4. <1. ALL EXTERIOR FRAME HALLS SHALL HAVE 1/~" STlJCCO FINISH PER ASTM C, '126. APPLY 3 LAYERS HI THICKNESS OF 1/8" OYER METAL LATH. FIRST 2 LAYERS 3/8" THICK. EACH, AND 3RD LAYER 1/8" THICK. , Soli ChemIcal f30,.,.le,. Method , Othe,. t,.eatment - Mlist spec.lf~ p,.oposed method and svbmlt docvmentatlon, Hhlch svbstantlates the proposed method, Is an approved termite protection s~stem or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED i' I. FOC 1042.0 - "A permanent sign Hhlch Identifies the termite treatment pf"Ovlder and need 1'0(' ,.e-lnspectlon and t,.eatment cont('ad ,.eneHal sholl be p('ovlded. The sign sholl be posted near the Hate(' heate(' 0(' electric. panel" FBC 1503.4.4 - Condensate and roof dOHr1spovts sholl dlscha('ge at least 1'-0" aHalj from the bvlldlng sIde Halls. FBC 1503.4.4 - Irrlgatlon/sp('lnkler sljstems Inc.lvdlng 011 risers and sp,.a':j heads sholl not be Installed Hlthln 1'--0" of the bvlldlng side Hall. FBC 1403.1,6 - To provIde for Inspection 1'0(' te,.mlte Infestation, betHeen Hall covering and ~Inal ea('th g,.ade sholl not be less than 6 Inches. ExceptIon: Point 0(' dec.orCltlve c.ementitlovs finish less than 5/B" thlc.k adhered dlrec.tl~ to the I'ovndatlon Hall. FBC 1816./.1 - Initial treatment shall be done otter oil excClvatlon and boc.kflll Is c.omplete, FBC 1816.1.2 - Soil dlstv('bed otter the Initial treatment sholl be retreated inclvdlng spaces boxed 0(' fo('med. FBC 1816./.3 - Boxed areas In concrete floo('s 1'0(' svt/seqvent Installation of traps, etc., shall be mode Hlth pe('manent metal or plastic. fo('ms. Pe,.manent forms mvst be of 0 size and depth that HlIl eliminate the dlstv('banc.e of soil aTte(' the Initial t('eatment. FBC IBI6.1.4 - Miniml.!ffi 6 mil vapo(' "eta('der mvst be installed to protect against rainfall dllvtion. If raInfall OC.C.li('S before vapo(' reta('de(' ploc.ement, retreatment Is reqlil('ed. FBC IBI6.1.5 - Conc.('ete ove('poli(' and mo('ta(' along the fovndatlon pe('lmete(' mlist be removed befo('e exte('[o(' soil t,.eatment. 2. 3. 4, 5. 6. 1. FASTENERS AND TIE D00{NS : 4.5. I. 4.5.2. 4.5,3. 4.5.4. 4.5.5. 4,5.6. 4.5.1. 4.5. B. 8. FASTENERS AND TIE DOHNS SHALL CONSIST OF BUT ARE NOT LIMITED TO : SHAPES, ANGLES, CHANNELS, ASTM A36-36M '14 Flj = 36 KsI ROUND METAL PIPE, ASTM A53-C!4, GRADE B Fy = 35 Ksl SQUARE METAL WBING , ASTM A500-q4, 6RADE B F~ = 40KsI HliSH STRENGTH BOLTS I ASTM A325-<14 MACHINE BOLTS: 6ALYANIZED ASTM A301-C!4 SHEET METAL ACCESSORIES SHALL CONFORM TO , F4 :: 33KsIHITH 6<10 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-81. '1. 10. FBC 1816,1,6 - Soil treatment mlist be applied linder 011 exterior concrete 0(' g,.ade Hithln 1'-0" of the strvc.tlire sidewalls. II. FBC 1816.1.0 - An exterlo(' vertlc.ol chemical bo,.('le(' mvst be Installed otter constrlic.tlon Is complete, Inc.lvdlng landscaping and Irrigation. Anlj soil distli('bed aTte(' the vertical bo,.,.ler Is applied, shall be ,.et,.eated, 12. FBC IBI6.1.1 - All bvlldlngs a,.e ,.eqlil,.ed to hove pre-constrlictlon t,.eatment. 13. FBC i816.1.1 - A certificate of compllanc.e mvst be Issved to the bvlldlng depa,.tment b\1 0 IIc.ensed pest c.ontrol compantj befo,.e 0 cutlflc.ate of oc.c.vpanc.~ Hili be Issved. The certlflc.ote of compllanc.e sholl state, "The bvlldlng has rec.elved 0 complete treatment 1'0,. the p,.eventlon of svbter,.anean te,.mltes. The t"eatment Is In accordance "11th the rvles and lows of the Florida Department of Agrlc.vltvre and Consvme(' Servlc.es". 14. FBC 2303.1.3 - Arter 011 Hork Is completed, loose Hood and 1'111 mvst be removed from beloH and within 1'-0" of the bvilding. This fncllides 011 grade stokes, tvb tl"ap boxes, forms, shoring or other celllilose containing material. 15. FBC 2303.1.4 - No Hood, vegetation, stumps, cardboard, trash, etc.., sholl be bvrled Hlthln 15'-0" of on~ bvlldlng or proposed blilldlng. NAILS SHALL CONSIST OF , COMMON WIRE NAiLS WITH MINIMUM DIAMETER AS FOLLOWS, 8d = 0.113", 10d = 0.128", 12d = 0.128", lod = 0.135". ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-CORROSIVE COATING BY MANUFACT1JRER PRIOR TO INSTALLATION. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR a~ THE PLANS ARE A MINIMUM. ALL FASTENER TIE DOWNS, BEAM HANeERS, JOIST HANeERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALI6NMENT ARE TO BE IN ACCORDANCE WITH THE DESI6N PLANS, U.N.o. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AR00ND EMBEDDED REINFORCING PRIOR TO PLACIN6 6ROUT. 4.8.3. SOIL IS TO BE COMPACTED TO '15% MODIFIED PROCTOR AS DEFINED BY ASTM D 1551-'11 MICRO-LAM LUMBER: 4.6. i. STEEL: 4.1. I. 4.1.2. 4.1.3, 4.1.4. 4.1.5. 4.1.6. 4.1.1. MICRO-LAM STRESS 6RADES SHALL PROVIDE THE FOLLOHING MINIMUM PROPERTIES, E = 2,000,000 PSI Fb = 2,"150 PSI Ft = i,850 PSI Fc. = 500 PSI (PERPENDICULAR) Fc = 2,100 (PARALLEL) Fv = 285 PSI ATTENTION: C~EMICAL C~ANGE6 IN PRE66URE TREATED WOOD6 AS OF DECEMBER 31ST, 2003, C~ROMATED COFFER ARSENATE (CCA-C) WILL NO LONGER BE FRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW FRESSURE TREATED 1J.k:)0D ALTERNATIVES ~AVE BEEN CREATED TO REFLACE CCA-C. MANY OF T~E NEW FRESSURE TREATED 1J.k:)0DS USE C~EMICALe T~AT ARE CORROSIVE TO STEEL. IT IS T~E CONTRACTOR'S RESFONSIBILITY TO VERIFY T~E TYFE OF 1J.k:)0D TREATMENT AND TO 5ELECT AFFROFRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMFLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE ~OT-DIFFED GALVANIZED OR 5TAINLES& STEEL FASTENERS. DOT 50DIUM BORATE (5eX) DOES NOT. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. FABRICATE AND ERECT ALL STRUCT1JRAL STEEL IN ACCORDANCE HITH A.l5.C. "SPECIFICATION FOR THE DESI6N, FABRICATION, AND ERECTION OF STRUCllJRAL STEEL FOR BUILDINiSS". STRUC T1JRAL STEEL, ASTM A36-36M '14. STEEL T1JBING, ASTM A500-C!4, 6RADE B. HELDED CONNECTIONS, ElOXX ELECTRODES, MINIMUM SIZE FILLET HELDS 3/16", AHS CERTIFIED HELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE v--EB STIFFENER PLATES ON EACH SIDE OF THE v--EB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TVBE COLUMN. THE STEEL FRAME IS "NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. D 5AMUEL A. GREEN6ERG, F.E. i3424S D THUY H. HUYNH, F.E. ~0122 D IRWIN J. 6EN50N, F.E. -4~1S8 DALI A66A5 HAKIM, F.E. ~~18~ TO n.e eeeT ~ THE EmslNEER'e KNO\.l.l.EDGE AND eELlEF, n.e e~~ F'1..ANe AND ~CIFICATIa-{e cct1PL Y Wt114 n.e FLORIDA 19UILDm CODE, ~CTI~ 16~ FOR 120 MFH 3 ~ca-ID GOeT, ~ 'e' WIND ZCNE (2001 EDITICW. 114le DRAWm AND DeelUN Ie VALID FOR 12 Ma.m.-le AI='TER THE DATe IT Ie elGNED AND ~ALeD. el<:aNED AND eeAU:D FOR THE e~11.lRAL. FORTIct-l ~ THle DRAWm ct-lL Y. ill REVISED 08-15-03 & CREATED 01-02-02 120 MPH 3 SEC. GUST D E DAN5CO ENGINEERING, P A P.o.1!SO>< 3.., - APOLLO fJI!Aa.I - FLOIItIOA - ""12 ~ - (813) .. eI66 flAX - (eIJ).... "M .... ~... r'f\ 111ESE ORA \liNGS AND DESIGNS ARE 111E JOINT PROPERlY DF DANSCO ENGINEERING. P.A. AND 111E &lIiiiiI'............ \.:::./ CUENT ON 1111S PROJECT. ANY REPRODUCTION OR UNAU1110RlZED USE IS PROHIBI1ID, - 2003 LENNA~ ~6 TR'PA DM&fON B.V. N: /BLOCKs/sm 2001 6TFWCTUAAL NOTE6 6f-IEET DE JOB NO. FM - 5021 eN! S TRUe TURAL NOTES COMPONENT ~ CLADDING DESIGN PRESSURE (120 MPH, 3 SEC. 6IJST, 2.1/12 TO 6.'1/12 PITCH, EXPOSURE B, IMPORTANCE FACTOR=I) (PSF ) 10 20 50 100 125 NOTES: I FOR EFFECTIVE AREAS OR HIND SPEEDS BETHEEN THOSE GIVEN ABOVE, THE LOAD MAY BE INTERPOLATED, OTHERY-lISE USE THE LOAD ASSOCIATED HITH THE LOHER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606.2D OF THE FLORIDA BUILDING CODE 2001, 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOHA-RD AND AHA-Y FROM THE BUILDING SURFACES. TRIBUTARY AREA (FT2) REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC 2405.2.1) 2405.1 6eneral. Individual glazed areas Inc.ludln9 glass mIrrors in hazardous loc.atlons suc.h as those Indlc.ated In 2405.2 sholl poss the test requirements of CPSC 16-GFR, Part 1201 or by c.omparatlve test shall be proven to produc.e or least equivalent performances. Exceptlonsl I. Polished wire glass Installed in rlre doors, rire windows and view panels In rlre resistant Nalls and hazardous locations In 2405.2.1(3) and 2405.2.1(4) sholl comply Nlth ANSI zerr.l. 2. Approved plastic materials used as glazing in hazardous locotlons sholl comply Nlth ANSI Zerr.l, 2405.2 Hazardous Locations 2405.2.1 The rollowlng shall be considered SpeC.lrlC hazardous locations for the purpose Or glazing: I, 61azin9 in sNln91n9 doors and rlxed and sliding panels of sliding (patio) door assemblies. ROOF HA-LL (GCpl = +1- 18) (GCpl = +/- 18) 14.'1 -50.1 25.cr -34.1 13.0 -45.4 24.1 -32.4 II.cr -3'1.3 23.2 -2'1,3 10.5 -34.1 22.0 -26,'1 10.5 -34.1 21.1 -26.2 2. 61azinq In doors and Holls or enclosures ror hot tubs, Nhlrloools, saunaS-; steam rooms, bathtubs, showers ClIJd othC(r suc.h racllitles Nhere such qlazlnQ is located 36 Inches ('114 mm) or less, measured hc>rlzonrally, from a standing or wolkln9 surface Nlthln the enc.losure and Nhere the bottom edqe or the exposed 91azing IS less than 60 Inches (1524 mm), measurecfvedlcally, above SIKh standing or Nalkln9 surfac.e. PRECAST LINTEL SAFE GRAVITY LOAD TABLE LENG TH 3. Glazing in an Individual rixed or operable panel adrac.ent to a door Nhere the neorest vertlcol edge Is within a 24-ln& (610 mm) radius of the door In 0 closed position and whose bottom edge 15 less. than 60 Inches (1524 mm) above the floor or walking svrtace. 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4' -0" (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'-10"(64") PRECAST 6'-6" (78") PRECAST 7'-6" (90") PRECAST 9'-4" (112") PRECAST 10'-6" (126") PRECAST 1" -4" (136") PRECAST 1 2' - 0" (144") PRECAST 13'-4" (160") PRECAST 14'-0" (168") PRECAST 14-'-8" (176") PRE STRESSED 15'-4" (184") PRE STRESSED 1 7' -4" (206") PRE STRESSED 19'-4" (232") PRE STRESSED 21' -4" (252") PRE STRESSED 22'-0" (264") PRE STRESSED 24' -0" (288") PRE STRESSED Exception: I. 610zlnq in walls perpendlc.vlar to the plane of the door in a closed positIon In 6roup R3 or NitFiln dwellln9 units In 6roup R2 sholl be subject to 2405.2.1(4). Glazlnq in an IndIvidual f'lxed or op,eroble oanel, other thon those 10catlO'ns described In Items 2 an(1 3 above, thot meets all of the rollowlng conditions: 4.1 Exposea are2a of an Individual pane greater than cr sq. ft. (0.84.m ) Bottom edge less thon 18 inches. (451 mm) obove the floor. Top edge greater than 36 Inc.hes ('114 mm) above the rloor. One or more Nolklng surfac.es Nlthln 36 Inc.hes ('114 mm) horlzontall~ of the plane of the glazing. 4. 4.2 4.3 4.4 5. All glazln9 in rallln9S re90rdless or area or height above a Holklng surfoces Inc.ludln9 structural baluster ponels ond non structural In- 1'1115 panels.. 6, Glazln9 in Nal!s and rences enclosin9 Indoor and outdoor sNimmin9 pools and spas Nhere the bottom exposed edge of the glazing IS: (I) less than 60 Inc.hes (1525 mm) above the Holklng sudac.e on the pool side or the 9lazln9, and (2) the glazing Is within 60 Inc.hes (1525 mm) horlzof"ltolly of the woler's edge of a swimmin9 pool or spa. This sholl apply to Single glazing and all panes. In multiple glazing, SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED FILLED 2302 2302 2,029 1,624 1,184 972 937 767 573 456 445 414 362 338 N.R. N,R. N.R. N.R. N.R. N.R. N.R. 6,861 6,039 4,657 3,662 3,241 2,718 2,332 2,040 1,529 1,392 1,234 1,140 1,073 1,003 1,370 1,203 950 750 610 570 470 ~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULAllONS. ~ PRECAST LINTELS MAY BE SUPPLIED ONLY BY APPROVED PRECAST MANUFACTURERS. (SEE SECT 4.3) ~ FILLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLEq KNOCK-OUT BLOCK ABOVE THE PRECAST LINTEL AND ONE #5 BAR IN THE LINTEL. , 0- , :c , , >- .0 , , -'" CCJ , cD "0 o ,- :2 -< , ... o , , , , en , . ~~ , , CCJ 'cD ,() > 'cD "0 iN - ~ I~ , I 10- :c , "0 ,... 'aJ -'" () cxs 0- I - - cD ,. cD :c C8 C8 IX) - cD -:) c:: a CCJ cD o 0- X A) B) C) D) GLASS BLOCK INSTALLAllON PERFORMED IN ACCORDANCE \'VIlli FBC COVER SILL AREA \'VIlli A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SET A FULL MORTAR BED JOINT, APPLiED TO SILL. SET LO\^IER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURRO\^IED. ALL MORTAR SHALL BE TYPE "s" OR "N". SlEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSmON, (PLACE A RUBBER CRUTCH llP ON END OF TROWEL TO TAP BLOCK INTO POSmON.) DO NOT REALiGN, TAP, OR OlliERWISE MOVE BLOCK AFTER INlllAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIAlELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (lliE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONllNUOUSL Y FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS Willi REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TRO\^IEL SMOOlli. DO NO FURROW, PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. STRIKE JOINTS SMOOTH WHILE MORTAR IS SllLL PLASllC AND BEFORE FINAL SET. AT THIS llME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE \^lEDGES FROM LO\^IER COURSES OF SOLID BLOCKS AND POINT 111E VOIDS \'VI111 MORTAR.) 6' MIN, LAP SPLICE NOTE. SEE GLASS BLOCK INST ALLA nON NOTES, GLASS 6LOCK DETAIL I) J) K) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING llGHTL Y BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUC1l0N. LEAVE SPACE FOR SEALiNG. APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLiCA1l0N MANUAL AND INSTRUC1l0NS. A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*. PER PITTSBURG CORNING RECOMMENDA 1l0NS FOR INSTALLA1l0N OF GLASS BLOCK. 20 go., PANEL ANCHOR ~EXPANSICN STRIP ~ANSICN BOL T (2 PER ANCHOR) E) 9 go., PANEL REINFORCING (EVERY OTHER COURSE) ~ .,~. I p: . '.' ...::~nnn ~::::::~ .' f" .::::....::: :::::. ':.~::::: .'. ':.-:::: :.:::::::::. ~l\\\\\I..;;i:~iiH~~~ ~~~~t~~~~:l~ l~::::" / ~m~~~m~m~m~~ ~n::::" ~m~l~~~~lli ~~~~::.. :::::~ ~ -SEALANT l.- ~XPANSlON STRIP ~SEALANT 6' MIN, LAP SPLICE \I / REINFORCING PANEL F) G) H) * (110mph FASlEST WlND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1) ROOF DIAPHRAGM NAILING SCHEDULE oJ + + + + + + + + + RIDGE LINE + + + + + + + + +~ + + + + + + + + 0 + + + + + + + + +_1 + + + + + + + + ~ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -".J + + + + + + + /~ 6'~0' (TYP.) ,;-0: / :::' :::~ ::: + + + + + + + + + + + ~+ + + ~ + + + + + + .~+ + + + + + + +++++ ++ 9 +++++++ +++++ + +++++ +++<.0 +-t+++++ +++++++ ... ... + + + + +'-+ + + + + + ~ + " "--RIDGE LINE 120 MPH 3 SECOND GUST EXPOSURE "8" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "8" WIND ZONE 8d COMMON NAILS @ 6" O.C, &: 8d COMMON NAILS @ 6" a.c. EDGES &: 4" a.c. @ GABLE END WAll OR GABLE TRUSS Sd COMMON NAILS @ 12" O.C. INTERMEDIATE .131~X2 1/t LONG GUNNAIL @ 4" O,C, .131~X2 1/2" LONG GUNNAIL @ 4" O.C. .120~X3" LONG GUNNAIL @ 4" O,C. EDGES &: 8" O.C. INTERMEDIATE .113~Xt LON"G GUNNAIL @ 3" O,C~ .1200X3" LONG GUNNAIL @ 4" O.C. .099~X2 1/4 LONG GUNNAIL @ 3 O,C. EDGES &: 8" a.c, INTERMEDIATE .113~X2" LONG GUNNAIL @ 3" O.C. EDGES (STAGGERED) &: S" a.c. INTERMEDIATE .099~X2 1/4" LONG GUNNAIL @ 3" O.C. EDGES &: 6" O.C. INTERMEDIATE 6'-0. / + + + + ~ + + co + <3 + + + + + + + + ~ ~ D NOTE: 1) SEE STRVClURAL NOTES FOR SHEATI1ING SPECIFICATIONS AND 'MND SPEED. 2) END JOINTS OF TI1E ROOF SHEATI1ING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEA TI1ING IS FASTENED DIREC'll Y TO SOUTI1ERN YELLOW PINE OR DOUGlAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE Of LUMBER, CONTRACTOR MUST CONTACT DANSCO ENGINEERING, P.A. FOR ALTERNATE FOR NAIUNG PATIIRN. D 5AMUEL A. GREENBERG, P.E. #34245 D Tl-+UY H. l-+UYNH P.E. -60122 D IRWIN J. BEN50N, F.E. #4~158 D All AB6A5 l-+AKIM, P.E. *'56186 TO TI4E BE5T OF TI4E ENGINEER'5 KNOUJLED6E AND BELIEF, TI4E 5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPL Y WIT~ TI4E FLORIDA BUILDING CODE, &ECTION 16>06> FOR 120 MP~:3 &ECOND GU5T, EXPOOURE '6' WIND ZONE (2001 EDITION). T~15 DRAWING AND DE51GN 15 VALID FOR 12 MONm5 AFTER THE DATE IT 15 51GNED AND OEALED. 51GNED AND OEALED FOR TI4E 5TRUCTURAL PORTION OF T~15 DRAWING ONLY. r DE ""\ D ANSCO ENGINEERING, FA.. p.o. eox 3400 - APOLLO 6EAC14 - FLORIDA - 33&12 ~ - (813) 64& 0166 FAX - (813) 64& ~ca& Em. ..lalA\ r'C\ IHESE DRA\\lNGS AND DESIGNS ARE IHE JOINT PROPERTY Of DANSCO ENGINEERING, P.A, AND IHE -' ~ -- ~CUENT ON IHIS PRO.f:CT. ANY REPRODUCTION OR UNAUIHORIZED USE IS PROHIBITED. - 2003 ~ CREATED 01-02-02 3 120 SEC. &EAt. ""'" \ ecAJ..E NOTED DATE 112/02 TAr1PA Olvf6fON DRAlLN BV. N:/8LOCKS/STD 2001 MPH GUST LENNAR ~OMEe NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWlNGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWlNGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWlNGS MUST BE BROUGHT TO THE ATTENllON OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCllON. "- "'-- eTRUCTURAL NOTSe 4 T ASLE5 DE JOB NO. PM - 512>21 eN2 ~ l' ~ ~~~)"- #~ ""- /' ~ Y ,,~ ~ #<;is # PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 INSULATION TYP.) I VARIES BAFFLES '\ 1/2" HIGH ~ STRENGTH ~-/' CD GYP. '" ~~~,~DW~LRL /\?'\?\?\?\2\ l~X~ ~~R~~{g~I~~~~ 0/ I/~ & 8" O.C. WALLS r= I- R30 MIN. BATT OR (j r= BLOWN INSULATION I- 1 x2 P. T. HORIZONTAL NAILER g STD. 90' HOOK r= (SEE DETAIL) / R4.2 MIN. INSULATION l- ON EXT.. BLOCK WALLS ~ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS rOOF COVERING 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN2 ELEV. VARIES LIII'\ ~ .....~ ~ \J!!J' ,"",,~l "'-ALUMINUM DRIP EDGE ~'" ~ALUMINUM FASCIA \ . "'-2x4 SUB FASCIA ~2" U.N,O. ~2" ALUMINUM VENTILATED SOFFIT ~:8"X8"X16" KNOCK-OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT /-8" C.M.U. TYPICAL VTYPE "S" MORTAR ~ I ~ ARCHITECTURAL V FINISH ~ 1 x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM/ WALLBOARD U.N.O. ~ ~ 1 x4 P. T. BASE NAILE (1) #5 VERT. IN FILL CELLS i'--r =-(SEE FOUNDATION PLAN FOR LOCATIONS) I " r 4"x4" INSPECTION PORT AT / EACH FILLED CELL TYPICAL 3 1/4" BASEBOARD~ A 6x6 W1.4xW1.4 WWF ~ STD. 90' HOOK OR FIBERMESH \ "'I / (SEE DETAIL) CONCRETE SLAB WITH BROOM I V ~ MIN. 2500 PSI FINISH SEE STRUCTURAL NOTES \ \ 'I / ~, CONC. SLAB ::~~~ k; ~z , . M~~ .~ 2 /~ t ~~y: ~Z ~\ ~\/l" 2 / ,\,V V~ 3" // / (2) #5 REBAR CONT. MIN. CLR'l CLEAN POISONED AND COMPo ON 3" CHAIRS TYP. l' 4" " SOIL. (COMPACTED TO 95% MODIFIED U.N.O. - 1/ PROCTOR ASTM 01557) :Z ~ ~ ; .... . ~,---,- ." - . , / ~Y)~0 6 MIL VAPOR/~\: BARRIER / // . -.;j- I :Z ~ N '-- <0 ~ "., HUD COMPLIANT TYPICAL WALL SECTION NOT TO SCALE ~ I A"\ ~ NOIT: SEE SECllON C/S1 FOR ADDIT10NAL INFORM A 1l0N - -, f\ / (1) ROW 2x BLOCKING @ MID HGT. FOR V WALL HGl < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGl > 8'-6". ~ SIMPSON SP1 CONNECTOR ,) r: ::I 1/2"~x8" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. r~/ 2"~x3/16" PLATE WASHER (TYP.) FROM END OF 2" x PLATE ~ /' "I / 6X6 W1.4XW1.4 WWF .1 OR FIBERMESH ? I t/~~~,,">~ ~-'..~~.~~~,'t3 I~~~~ b ~ ,~/:: >)//~ '. A /~ /"'- Y /",-" ,,/ /0<<<<<<<AK(~/",y / (2) #5 CONT. -~/>>Y);;//;'l~/"> ~~i:'/2"~ K'MK BOLT II WI 6" EMBEDMENT MAYBE B" USED IN UEU OF ANCHOR BOL TS. I ~ 8" l' -4" a.. ?X lit St >. ~..o ~..>o: ? GO '" a:I ~ '0 lit 0 TYPICAL INTERIOR BEARING WALL I SCALE: 3<4,.=1'-0' \ .. - G Sl \ 1- ~ ::J -<C ~ .... - 0 - - :.) , ::> en =' . l) '""" II: :::D~ . ~ ~ . GO - a:I I) 0 - > ~ (l) -"dl fN L. - , ....I U~ ..J , ~~ SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION . "<t- 6X6 W1.4XW1.4 WWF / OR FIBERMESH ~-s:""-.'.L~"-~~.~-'L"""""4 . <] GRADE '. '. , '" Y~~~~~~~~/,~~~~Y/" "/"'- " /"- "/>k>: A~ ~> " " //< (1) #5 CONT. - · z'J C'.J - ~ ::::-::! i'0 I) "CO I.... C GO ~g - a.. c- c- !:: a:I !:- u =- ..J a:I ...::c - 4" 8" MIN. " " ~ ~~ co ~ - - ~ TYPICAL THICKENED SLAB EDGE (L SCALE: 3-'4'=1'-0' \ Sl J SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ~ I) a:I ...~ I) C II:: c>> S-;,;; ..J a:I 00 ... .. Q.. !!::x _ ~ ~. _ ~.' ~A_ ----.:- . A~. . . D ~ t> tP c> ~V~V~V'" ~ A A " 'c ~ A A' ?:~~~ ~ ~A.. ~~~~ A" .' 'A~~~~/ l~~%~~~~~~w,,,,- /, /" /"'" /(,\ /"'- /" /" / ~ ELEV. VARIES A~ /I~ ~1" x 2" FURRING "- LJ-- " ~1" X 6" ROUGH SAWN CEDAR '\ 2x4 SPRUCE SUB FASCIA ~2" U.N.O. ~12" ALUMINUM VENTILATED SOFFIT AL TERNATE FASCIA SCALE: 3/4.=1'-0' ~~<? oF~ ,,-/' ~~ ~ O. 9: CONTINUOUS TO F'OO'TER BELOW ~00 !-tOOK DETAIL 'ii) KO. BLOCK LOAD BEARING OR- EXTERIOR WALL -- 1---.-. 1/2"0 ANCHOR BOLTS @ 24" O.C. W/ NUT & WASHER "'- "-... (1) SIMPSON SPI TYP. ~ . ~'i I /I II /I II I II II II II ~=====;r-..:-_"",--_Jl_ _""____JL_____ ____JL_________JL________'7"-= FIRST BLOCK TO BE I II I~----------II ---------~~---------~;_--- .r-I I II II II II II SET IN MORTAR I II II II II II I II II II II II P = = =. =. :::LL._-_-_-_-_i? = dL_-:...-=-~~-r-=--=--:::..-=--L.L--=--=:"'-=--=-_,-r-:::..-:...-:...-::....J.J:-....::"'-=--=--=-_,-,-=--=--=--=-.J --=--=--=--= I II II II II ~~-~~r---j <~:-----jL~~r~~~L~~~T~~ t::~~r ;a~ ~O~r~~KBETWEEN I II II II I /tu ELEV. 0'-0" ~ ~ELEV. -0'-5 1/4,l1:::~:~~-~-~-~-JI:= :L-~----JT~-=--=--=-.J-l--=--=--=--=-J1 ' ~f ~f' .;~ 4 A.F.F. G' "-" . .' .' '. '/'4 '~. :z '-'" A F F (. 4 '.' '. ." . . <1 . '. . 4 4 4 E 'I " - " . ~ 0::::4" 4' 4 ,,4il ~ 4 . : ." '. ," '" LEV. -0 -4 1 4 $- 5 ~ ~ ~ 2"x6" RIPPED TO ACTUAL 4. 1'/4" WIDE. ~ d' ~. :." 4 " . A.F.F. e n gs ~ ,,40R 2~'x4" WITH 3/4" FURRING .' Gl" . 4 ~:z '. "',,' '. .'4,.1 I.... 4. -.4.. ....4 .'" " :4 /4 .~.. ~GARAGE DEPTH' , ". 4 ~~." 4 . .4>"4 " / . . VARIES 4 ~ 4. "'4" '4 / .1 ,.<:1.<1 4' 'f3. 4 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1x4 P.T. BASE NAILE ~ - =\ -r- (1) #5 VERT. IN FilL CELLS 3/4" BASEBOARD w ----- (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI ~ z () CONC. 5LAB\\ "'" ~ 0: _____4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWF \' == ~ (f) ----- EACH FILLED CELL TYPICAL OR FIBERMESH =- I ~ ~ . ,= y- HEADER BLOCK U.N.O. "<t- '- ~ ~ ~t= ~ 4' ~ - \ . ... V ~ f:- ~ ::::- "''\:;>/\Y;/;';~~:.J y,RA9~ L ~ V. ~ ~ .., ~'0~~o' . I W<<Y<<0::;~' "I 6 MIL VAPOR BARRIER ~0!,'. ! ~~ '- CLEAN POISONED AND COMP.-1 ~..'" ~' ~..< ~~~, . SOil. (95% MODIFIED PROCTOR . ~)~ ~.'.. ~~~" co PER ASTM D1557) /7 < . · /, /, /, / 3" MIN. CLR. ""'-STD. 90' HOOK (2) #5 REBAR CONT.~ / '" (SEE DETAIL) ON 3" CHAIR 1 -4 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES ~ ~ NOTES: 1, FILL ALL CELLS BELOW GRADE INHEN \-'MEN SITM WALL IS LESS lliAN 40" ABOVE GRADE. 2. FOR SITMWALLS GREA ITR lliAN 40" HIGH CONSULT ENGINEER. AL TERNATE STEMWALL FOOTING SCALE: 3/4'=1'-0. SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION -=- (AA \ Sl I SCALE: 3-'4 '=1'-0' GARAGE SLAB AT STEP I , B Sl \ I ~ \ A r2x S.PF STUDS @ 16" O.C. / I v 1I/-2x STUD I' I U ~ " I 'I r 8 C.M.U. .,..f-"f 1/ I I) ~ l"x P.T. STUD J y"""""- ~ I ~ #5 VERT. IN FILLED CELL i If ~ 1/2" X 6" "J" BOLT y I @ 24" O.C. VERT. I 1 ={= ~..---2X P.T. PLATE ~I l:b 1/2" MIN. PLYWOOD SHEATHING NAILED WI 8d COMMON NAILS @ 4" OIC BOUNDARIES, 6" olC EDGES, AND 12" olC FIELD, SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 1 20" MIN. LAP 1 v v v~/ :-<:xYv/ V'<)Q<. 'v'<XY. '-XX,/ ~ vv, ~, V~ "---1/3 OR #4 REINFORCING BAR ....,. ..".vV' (2) ROWS OF 2x BI_OCKIN\ r ~ 2x SllJDS @ '6~ OIC @ l11lRD POINTS / _____ R11 1/2"~ X 8" "J" BOLT @ 24" O/C ----- WI 2""'X 3/16" PLATE WASHER TYPICAL r7/8" SllJCCO FINISH PER ASTM C. 926 : APPLY 3 LAYERS WI TOTAL 1l11CKNESS 7/8" ~~W', 12"~ K\\'IK BOLT II \ OVER METAL LAll1. FIR~T 2 LAYERS 3/8" TI-lICK WI 8" MIN. EMBEDMENT MAY >>EACH. 3RD LAYER '/8 TI-lICK, BE USED IN LIEU OF ANCHOR >> BOLTS. > rSIMPSON SP1 @ EA. S1lJD 6x6 W1.4xW1.4 WWF "\ ~ . OR FIBERMESH \ ~1 2X P. T. PLATE S~-J ~~~ ~.l: .~. .' .., '" ,.... v.. - ~.> 6 MIL VAPOR ~~~~~>\.: K ~I:~/ GRADE />>" ~ V>> ~2 CLEAN POISONED AND COMPo ",< .. . .~ ~~'\, ::2: SOIL. (COMPACTED TO 95% MODIFIE ;; r-, A ='\'~"'~ /"'- PROCTOR ASTM 01557) . {:((~~~~:( / ~ ~ 4 -4 LAP SFLICE 25" MIN. LAP t ..., ,J~':RE;':OR~ B":: ___;or vvv S 1\ lIS LAF SFLlCE {' 36" MIN, LAP {' ,,,o,~ ~~^~#e;:~;:;;~~~:;~~l>^~~^~~ \'-^// , -~ LAP SFLlCE \~ l"XX :>'X . 12 ~::2: S<--, R 17/8./ #5 REINFORCING BAR ~ STD. ~00 ~OOK 4" 1'-4" D\ Sl J rE\ \!:V REBAR DETAILS SCALE: N.T.S. -=-- I F '\ \!:V FRAME WALL TO C.M.U. WALL CONNECTION, SCALE: 3/4'=1'-0" , TYPICAL EXTERIOR FRAME WALL FOOTING SEE A/S1 FOR MORE SLAB INFORMATION &CALE: )'4'=1'-0' ""'='" SEE SEC. A/51 FOR ADDITIONAL SLAB INFORMATION GALVANIZED METAL STOP SECURED TO WALL ;;TO RUN CONTINUOUS AND LEVEL AT A MINIMUM OF 8" ABOVE GRADE. Z EST. GRADE ~ . / _ J...ELEVATIQ.N 0'-0. ~\ _ L ~~p OF S~B_ _ './ ~~~Y\\\< ~ . \~~ \)?\ -~ ~ 3/4" RECESS FOR S.G.D.~ ,l/AD'LC 6X6 W1.4XW1.4 WWF ~ / OR FIBERM~SH ,.... ~ ~- -;-,.j- -,-' '-.,4 ~ ~ _.?- J ~ ~ ....- . . 4] ........ ::! t-;; _.d~ -'-.~.~.~~. .... .' ~/;~V ;:; <<<"'-Y,,,,"0~ .' .... 4 :,.~. {~~"'- / /Y / ~/:~v ~y ~:/ //~ ~ (2) #5 CONT. ~'\,';,\['Y/<\</"""y ",,,<, .4" 1'-4" 8" ~~ TYPICAL C.M.U. BLOCK WALL FINISH TEXTURE BREAK SCALE: N.T.S. I , ~ 51 . "<t- . I ' o · zH1' , C'.J- . ........::E ~..- ' l"') OPTION ~1 ~BLOCK WALL BEYOND P.T. 2x4 1/2" GYP. BD. SOLE PLATE\ ..~HOLD GYP. BD. x, ~ '.' 1/2" FROM SLAB . ~ '-CONT. BEAD - , >-<. z SEALANT ~O'-O"~' /F---..../~ . . ' <{ 4 or .' ~. --.J J_ " '. ~4 4$- HILTl X-CF NAILS @ 12" O.C. ~. .Y STAGGERED, FROM BOTTOM 6X6 W1,4XW1,4 WWf OR FIBERMESH ~ PLATE TO CONCRETE OR EQUAL ~ \CONCRETE SLABI\ 6X6 W1 4X ~ ( /'~ / . W1.4 WWf OR FiBERMESH -';:-_ -+- J . \ i'x' · z J ~~ l \ , i<- ~ ~ \\- ~ ~ .., - - J"<t- I J ~ b ..-, " " " .' . L -A" . 4" ~ I' I . ~ l"') \ '~~~'4 . ~'.' ~-:~~~-:-. --"-:-<]~ -~ ~~ -';:-______~'/j /"/~~~ OA ..'4 d.Y. &~vm'> I '~ >!~) jy fl9'/)/~~ '~""~ ~ '-<~~~~'\~~:; eA~~R BARRIER~ ~ 8' 1'-4' 8' (2) #5 STEEL (CONT..) ''-/ '7 ON CHAIRS INTERIOR \ ~.2X S1lJDS@24"0.C.U.N.0. ~-- ~...----- ~ 1/2" GYPSUM WALLBOARD U.N.O. ~ W/ DRYWALL SCREWS @ 8"0,C. GARAGE /f19 CONT. BEAD ~ U.N.O. SEALANT EXPANSION JOINT, 8" VARI~, #5 CONT'\I\ \ / ~ ~>U~~'\ ...7. ~d<<y<<~ b 0)>:;YM'A""-> }. . . ~~~" ~ ~~~. r A'~~ ~~" V<</~ ^ V>>">; Y /;~// '\>>'<< //>>/~'/ ~,,"'- . ~ - 3" MIN. CLEARANCE (2) #5 CONT. 1'-4" ON 3" CHAIRS (TYP.) G.H.D. RECESS cll/2. MIN. ,- I GARAGE DOOR SLAB RECESS -=--- : I J '\ \!V INTERIOR WALL SLAB STEP NON-BRG. / K \ SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3<4,"=1'-0' \V ~ SCALE: N.T.S. SEE A/S1 FOR MORE SLAB INFORMATION EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL /3/4" RECESS FOR S.G.D. THICKEN SLAB EDGE BETWEEN ,'AD'LC 6X6 W1 4XW1 4 WWF DOOR FRAMES AS SHOWN \ OR FIBERMES.H FINISHED CONCRETE LANIA TO / RECIEVE BROOM FINISH U.N.O.\ / I ~ = · \ \ \ / ./'" 4 . ~ J 1 . "<t- "<t- .4 ?,,---::~.-:-~-4-l ~~ j. ~~J +~~~-7~~"~\ :- ..~.4p>;y/;/ ;:; ~ co;:; ~~~~ 14. ~4' \~ ~'\ 6X6 W1.4XW1.4 WWF.-I 1<1/')2/vY//~~'" () OR FIBERMESH V' ~-r 2 #5 CONT. / 4" 8" 1'-4" 8" (1) #5 CONT/ ' t MASONRY WALL AND PAD FOOTING 8" MASONRY WALL t I'< ____MASONRy WALL AND ...----- PAD FOOTING -- ~ EXTEND FILL CELLS TO FOUNDATION / PAD MAT REINFORCING. OPTION #2 CONT. FOOTING STEEL \ \ / ==t 1/2" MIN. "GRADE I 6 MIN. _ / A "-J' A "-J' "-)',,,'-1\ '('<<'< ~. t:S(A'<.(~V<V ~Y: '-- r- ~ w>>/)/~>/ FOOTlNG BEYOND ~. . . . L"~~~": K /~ , vY<:<S~* ~ 3" MIN. CLEARANCE .~~"'>>~~~~~~~' PAD REINFORCEMENT ~/ ~%~~~ .~~'- (SEE SCHEDULE) ',3" MIN. CLEARANCE FOOllNG WlDlli SEE SCHEDULE FOOllNG DEPlli SEE SCHEDULE SLAB STEP 4 RECESS ta) S.G.D. I SCALE: 3<4,'=1'-0' , M\ Sl~ --- SCALE: 3<4,N.T.S. -==-- I/' N , Sl SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI PATfO COLUMN FTG. DETAIL \ J SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ~ -0 N SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) 1: \. S,P.F. OOUBLE TOP PLATE~' ~TRUSS BOTTOM CHORD OR 4._ 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR _ ~_ TOE NAILS @ EACH END / " / n ~/:2"X S.P.F. (OR EQUAL) 1 2 COX PLYWOOD O~ 7 16 ~ STUDS @ 16" O.C. U.N.O. OS B. SHEA l111NG REQ D. FOR >> >< ALL EXITRIOR OR SHEAR WALLS ,<:) (1) ROW 2 BLOCKING @ MID HGT FOR AS INDICATED ON lliE PLAN. _ 4._ X , " ' A TTACH SHEA Tl,ING W/ 8d V WALL HGT. < 8 -6. (2) ROWS 2x BLOCKING COMMON NAILS @ 4" o.c.~ ~ @ 3rd PTS FOR WALL HGT. > 8'-6". BOUNDARIES, 6" 0.C.@EDGES,t/19 AND @ 12" O.C, @ FIELD x;: ><).. >< J~_ SIMPSON SP1 CONNECTOR v^ 1/2"~x8" ANCHOR BOLT@24" O.C-;= ViV'~ 2x P.T. BOTTOM PLATE WI 2"~x3/16" PLATE WASHER (TYP.) ~ r 6X6 W1.4XW1.4 WWF C' MIN, ~. . / OR FIBERMESH ~ 1 . ....- ~.~ ~ -~-:-A-:- - T ~~ r: + ~~ ~ - ~~ :~;:A" A~~7<<0~/ 3 1/2"-4~ ~ ~ ~/2"-4"/A"'))~Y~ ~ ...... .:;>;););,>~ MIN. MIN. ,,/ /~/",c<<<<~~~". /K "/);:/"A / f' / (2) #5 CON~ " 4 , 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL ta) STEP I SCALE: 3<4,"=1'-0' , C 51 \ J NOTE: SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1(2" MAY BE USED IN LIEU 0 ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. SIMPSON SP1'S ARE NOT REQUIRED W/ THIS ALT. NOTE: HIL TI 1 /2"~ KWIK BOLT II wi 8" MIN. EMBEDMENT MAY Bt USED IN LIEU OF ANCHOR BOL TS. S:! ~ SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~ I~~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE ~ NAILS @ 24" O.C. FROM TOP PLATE TO i' S.P.F. DOUBLE TOP PLATE/ ~ ~TRUSS BOTTOM CHORO OR / ><S: 2x4 BLOCKING w/ 2-16d SIMPSON SP2 CONNECTOR-/' ><p, TOE NAILS @ EACH END -'ij - _A_ ~/2"X S.P.F. (OR EQUAL) ><:x STUDS @ 16" O.C. U,N.O. (1) ROW 2x BLOCKING@MID HGT. FOR~ >~,19 WALL HGT. < 8'-6n. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". ~/~/2"~X8" ANCHOR BOLT @ 24" O.C. WI 2"~x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR ~ >< 2x P.T. BOTTOM PLATE~ >S; r6X6 W1.4XW1.4 WWF C. MIN '-.~ '. / OR FIBERMES\ . '....- ~.~ ~ -~-:-A-:- - ""I ~~~ t ~.~ ~-~~:"~-:A~ " A~V0<V:/ ~ ~ ~/2"-4~AYAY~ ~ .... .h'):';;>>>'\ MIN. ,,/ /""-,<:q,</",V,,,,-V"~~' " /K "/AY);";" /" (2) #5 CON~ " 4 I' , 3 1/2"-4" MIN. 1'-4" 8" U,N.O. MIN. AL TERNATE TYPICAL BEARING WALL ta) STEP WIO SHEAR WALL f2\ \ Sl~ --=='" NOTE: SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1(2" MAY BE USED IN LIEU 0 ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. SIMPSON SP1'S ARE NOT REQUIRED W/ THIS ALT. D SAMUEL A. GREENBERG, FE. 4'34245 D TI-4U"( 1-4. I-4UrNl-4, P E. .~0122 D IRWIN J. BENSON, P E. -4CjlS8 D All ABBAS I-!AKIM, P E, ~~ 186 SCALE: 3<4," = 1'-0' NOTE: HIL TI 1 12"~ KWlK BOLT II wi 8" MIN. EMBEDMENT MAY Bt USED IN LIEU OF ANCHOR BOL TS. ,i' & CREATED 01-02-02 TO TI-4E 6E&T OF TI-4E ENGINEER'5 KNOWLEDGE AND 6ELlEF, TI-4E 5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPLY WIT1-4 TI-4E FLORIDA BUILDING CODE, OECTION 1~"~ FOR 12" MPI-4 .3 5ECOND GU5T, EXP05URE '6' WIND lONE (2"01 EDITION). T1-415 DRAUJINU AND DE51GN 15 vALID FOR 12 MONTI-4S AFTER TI-4E DATE IT 15 51GNED AND OEALED. 51GNED AND eEALED FOR TI-4E 5TRUCTURAL PORTION OF T1-415 DRAWING ONLY. r D E DAN5CO ENGINEERING, FA. p.o. 60X ~ - APOL1.0 eEA04 - FL.ORIDA - "&12 ~ - (8") 64& 0166 PAX - (8") 64& 'e6<a& eB 4&10 1(\ THESE DRAWlNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, PA AND THE ~CtJENT ON THIS PROJECT. ANY REPRODUCTlON OR UNAUTHORIZED USE IS PROHIBI1ED. - 2003 " 120 MPH 3 SEC. GUST &CAL."\ 6CAJ..ENOTED DATE 112/02 LENNAR ~OME5 TAMPA Dlvt61CN DRAUN B.V. N:/BLOCKS/STD 2001 "- 5ECTION5, DET AIL5, NOTE5 61 ~ \.. RE-ENGINEERED WOOD TRUSSES @ 24" O/C PUFT CONNECTOR (SEE SCHEDULE) t/'OUBLE 2"x4" S.P.F. TOP PLATE 7/S" Sl1JCCO FINISH PER ASru C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/S" OVER METAL LATH. FIRST 2 ~AYERS 3/S" THICK EACH. 3RD LAYER 1;S THICK. ...~\...... Ii ~ {'CRICKET AS REQUIRED ...~... t/~ /rl~ SIMPSON SP2@EA'SfDJ// / ~ 1 2" EXTERIOR GRADE SHEA TIiING Vt:.STENED TO TRUSSES WlTIi 8d COMMON W~ WIRE NAILS @ 4" o/e BOUNDARIES ~~ ~ 6" O/C EDGES & a" O/C FIELD ...:........ ... ....... '" 12 (TYP.) I SEE ELEV. / / 11 = v KNEEWALL ABOVE MASONRY WALL DETAIL 4 SCALE: N.T.S. , ~NT OR 2ND FLOOR " \; ::::: 1/2" MINIMUM CEMENT ~NISH - Q - WICAL C.M.U. WAU ~= :' STANDARD 3" DlA. TEE ~ _ mREADED 3" DIA. EXTENSION ~ "\ == FO/!cml~MJfoorAP (3" DIA.) ~ - - ~3/4" FURRING STRIPS - = ___1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ S" O.C. OR 4d DRYWALL NAILS - - - r-- ;c - - 1/ /~ - - - - MIN. EXTENSION FROM EXTERIOR F ACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" - - - - - - TO DRAIN ~I~~ - '\ ~ ~ WALL CLEAN-OUT r A \ SCALE: N.T.S. ~ . TOP SPLICE OUBLE 10d "~ ....... ,,,,,,- ... ~A; ", ~ :--.............. . ~ ~ ~OTTOM SPLICE OVER STUD 10d @ 8" OIC ,/ v NOTE: PLA TE LENGTHS MUST BE ,/ AT LEAST 8'-0" LONG. TYPICAL ~ TOP PLATE SPLICE DETAIL( M '\ SCALE: N.T.S. ~' DOUBLE 2x TOP PLATE SIMPSON LSTA12 @ 24" STAGGERED (FOR SHORT SPAN PRO~DE 2 STRAPS ON EACH END MIN.) 2x BLOCKING @ EACH END W/ 10d x 3" @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING a- :J: ~ .a .:.0: co CI) -g o - =' < ~ r--(2) 2, HEADER ... o - ~ -. VARIES 2x BOTTOM PLATE W/ (1) 10d X 3" @ 12" O.C. TO EACH HEADER FACE ,~ 2 X 6 (MIN) FRAME WALL HEADER DETAIL . co CI) (,) > CI) -g CY - ~ ~ I a- x -g ... ClCI .:.0: (,) ClCI a- , - - CI) ,. CI) :J: (2) 2x4 TOP PLATE SIMPSON LSTA12 @ 24" STAGGERED (FOR SHORT SPAN PRO~DE 2 STRAPS ON EACH END MIN,) ~~ ~(2) 2x HEADER WI ~" 2 X 4 FRAME - - PLYwoOD FUTCH WALL HEADER DETAIL cD cD co - CI) '"? C C1I WALL HEADER DETAILS i \ 1 \ 52 D SCALE: N.T.S. <lC) CI) o a- ::J:: -=- SIMPSON H5 AT EACH JOINT TYP. /~ >- ~< zZ <- ~~~~ ~ Cl . wI- < <=r 0~ ~ GAL V. MET A~\L r.-: s:a. b n.ASHIN . I b!:::!b ....... I~- ~~< ~ ~ ~~ CRICKET-1 V_GAL V. M11. FLASHING ~ ~TRUSS TOP CHORD ~ f- -- f- -- - SECTION "A-A" SCALE: 3/4':1'-12)' PSON MTS12 @ EA. CORNER OUBLE 2"x4" BLOCKING /:SIMPSON HUSC48 CONCEALED FLANGE HANGER W/ (6) lad INTO BEAM & (6) 3/16" X 1 3/4" TAPCONS I ~ I A (2) 2 X 8 BEAM~ --=- E\ 52 1 I I TRANSOM OPENING 7'-4" AJ.F., PRECAST RECE~S LINTEL (FillED) -- I II - #5 REBA~ DOOR OPENING MASONRY WALL BELOW-o _ - I I SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs) (GRAVITY CAP = 1262 Ibs) - LINTELS AT ENTRY DOOR W/TRANSOM ~ ~ .. ;::r - '^ ==-~:;J' ....... " " ~.J'" " ~~ " ~ " ~ " ~~N~~ TRANSOM FRAMING ~ SEE SECllON AA/S1 AND B8/S1 FOR ADDIllONAL DETAILS 1 NOT TO SCALE DOOR JAMB 3-1/f LONG x 3/16"~ TAPCO~ ' INTO BLOCK@ SPACING PER MA~UFACTURE~ lX4 P.T. ... 1" D ETA I L 1/2" DRYWAL 1 X 4 F RRING DOOR JAMB W 1/4" X 2-1/2" S.O.S. WOOD SCREWS INTO P.T. @ 12" O.C. ~ 3/16"~ X 3" LONG TAPCONS STAGGERE 1 X't @ 16" O.C. 2-ROWS INTO MASONRY . . THROUGH 1x4 P.T. & 1x8 P.T. L:l X 8 P. . 1 - 1 /2" D ETA I L , RECESS rLiNTEL /' /. . ." 4... 4. 3/16" x 3 -1/2" TAPCON DOOR JAMB W 1/4" X 3" S,D.S. @ 12" O.C. 2 ROWS STAGGERED. 1X4 P.T:- "-2 X 8 P. T. 1/2" DRYWALL 1 X4 TRRING ~Jj 1 X 4= nil 3/16"~ X 3-1/2" LONG TAPCONS STAGGERED JL2X8 STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY lX8 THROUGH 1x8 P.T. & 2x8 P.T. -~ ..J , 2 1 /4" D ET AI L DOOR JAMB W 1/4" X 3" S.D.S. :.. -1J. _ .1 - "^ ==----':Ili":as..~~....... " " ...~-" ~ " .~~'" ~~"" TRANSOM FRAMING ~~, I?SEE SECllON AA/S1 AND ~ {- BB/S1 FOR ADDIllONAL ~ DETAILS ~ ~ 3" DETAIL 1 X 4 FURRING 1/2" DRYWALL l DOOR JAMB W 1/4" X 4-1/2" S,O.S. 12" O.C. __ lad @ 12" O.C. 1 ~ -VI 2X2X8 P.T. Vv1TH 3/16"~ X 3" LONG TAPCONS L STAGGERED @ 16" a.c. 2-ROWS INTO MASONRY 2X8 3-1 /4" DETAIL BUILDOUT ~ ovER SIZE DOOR~ WINDOW ROUG~ OPENINGS f CC \ NOT TO SCALE ~ RECESS /L1NTEL / .~ /. '. 4 ...., ~.' 4:' ;<I .<1 . 0\r 2 x 8 P.T. BUCK-CONNECT TO BLOCK W/ 3/16" x 3 1/4u TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BlK.) i" MAX. SOLID BLKG. AT TOP - - BliNN. ARCH BLKG. & BUCK I... 'I -, , , I 1 X 4 FURRING/ /; ;if ~~ AT 8" O.C. .P< BLOCK HEADER (4) 10d NAilS INTO / 2 x B BRACE/ BLKG. 1/2u DRYVVAlL 2 x 8 4S DIAGONAL ->; ----- ~ 7/16" OSB BRACE(S) ---- ARCH PANEL >- CUT HOLE IN O.S.B. FOR POLY-CELL IN THIS AREA ...,,- .... .~ (4) 10d NAILS INTO 2 x B BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BliNN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS / 'I INSTALL WOW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARC~ DETAIL NOT TO SCALE fi:A\ \!:V PROVIDE TAPCON PER WOW. INSTALLATION DETAilS OR THRU 1-1/2u THK. OR MORE BUCr WITHIN 6u MIN. OF START OF ARCH ~6" MAX. ATTACH BLOCKING J TO TRUSSES W / SIMPSON A34 ANGLE TYPICAL SLOPl >5 /t ~ ~CKEL ~~, I ~Y:Y "t ;::::--:::::-. { \v \, )) ,.:;;..-' ,....--- ~MPSON MTS12 @ EA. CORNER RE-ENGINEERED WOOD TRUSSES ---=- ~REF A8 CHIMNEY ASSEMBLY -0 = ~2"X4" @ 16u O.C. MAX. /2uX4u BLOCKING TYP. - ~ TYPICAL C~IMEY DETAILSI F '\ SCALE: N.T.S. \ 52 I c t B :Z ~ ROOF TRUSS (ABOVE r2X4 BLOCKING I 2~ ~SIMPSON DTC @ !\ :....: "" EA. BLOCKING !\' ~ ~2XS WALL m ABOVE ENTRY K.O. BLOCK ,: ~~~ iW/(1) #5 CONT. '" ""- & FILLED 1= =1= ANCHOR SOl T 2X4 PT SruDS @ 16" O.C. OR (1)2X4PT SruD ~ @ 24" O,C. UNDER COMMON TRUSS W/ (2) 2X4 ",/ -- I.. PT Sl1JDS UNDER HIP CARIER/GIRDER TRUSV ~ _ ~ \ /= .; ~~l "--MAIN SPAN ROOF TRUS -J - UPUFT CONNECTOR (SEE SCHEDULE) SIMPSON MET A20 @ EA. SruD / -If _ ~ =: MOISruRE BARRIER = aUXa"X16" K.O. BLOCK W/ 1 #5 CONT~. ~ AND FlLLED W / 2500 PSI GROUT -- = = 1 Ii5 VERT. IN CONC. FILLED CELL ::::: W/ SID. 90' HOOK IN K.O. BLOCK - -= 10d NAILS @ 6" A O.C. STAGGEREj TR AN SOIvl- rwoM I 0 0 M FRAMING -;~ ~ BEYON~. . -- - ~ ,=. LpLYWOOD o { E \ tSHEA THING - \31 ~ PLYWOOD SHEA THING ANCHOR BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) . ~ ~ I"'l ~ ~ASONRY WALL :>MPSON (C)-SIMPSON ISP2 l A35 'f' '\ . . >< '" ') -SIMPSON A35 ~ ILNAILED INTO TRAN SOM FRAMING - - c -SIMPSON A35 r?IMPSON I SP2 , t' .1 , .. .J IL~AILED INTO TRANSOM FRAMING - - ,-SIMPSON SP1 V;IMPSON A35 ~. ~ 2X4 TOP PLA TE OVERLAPPING - "'" - ~10d NAILS @ 6" STAGGERED i o rSIMPSON I A35 tNII 10d NAILS @ 4" rIDl STAGGERED . -.:j- I 'b PLYWOOD FASTENED TO TRUSSES 'MTIi ad COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & a" o/c FIELD / SIMPSON A35 :s'/ .1 IS I "- \ 2xa P.T. BOTT+ P~ I \ I I L~NCHOR BOLTS @ 24- O,C. MAX. (MIN. (2) PER BOTTOM PLAIT) ~ PRO"DE TAPCON WITHIN 4" MIN. OF BRACE / START OF ARC 4' MAX. RAD. !; .~ "~'4: :...:"~' :~:, :......:...~.:.. ..:.'.>:... :" .'1 I I' . I STD. 90. HOOK} . I I I I .'. [PRECAST LINTEL WI (1) #5 CaNT. . .' I I IN OPENINGS GREATER TI-iAN 6'-0" WIDE I I'. '.1 I OPENING I ~ I II I I I ../"""FILLED CELL WI (1) #5 VERTlCAL~ I I V SEE FDN. PLAN FOR lOCA TlON NOTES: CD FILL LINTEL AND ALL CELLS ABOVE LiNTEL Q) SEE FLOOR PLAN FOR ADDIllONAL INFORMA 1l0N. @ VERIFY mAT ALL REINFORCEMENT (1) OPENINGS LESS mAN OR EQUAL TO 6'-0" HAS BEEN PLACED PROPERLY. IN WlDm DO NOT REQUIRE ADDIllONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. ~ ~IRDER TRUSS SIMPSON -rr-D~ HTT16 TYP. ~ 5/8"0 THRU ~ :- BOLT ~ --A - /2X TOP PLATE - SIMPSON HTT16 j TYP. "'- 2 X B.U.C \ TYPICAL ~TTI6 TO ~ BUILT -UP COLUMN DET AIL{ R , \!:V ~ (1) SIMPSON LSTA14 ~ @ 24" OIC STAGGERED (TYP.) ~ SEE FLOOR PLAN NOlES ~.,~ ~ FOR REQUIRED CONNECTION l:J ~. ~ 2-ROWS 16d NAILS STAGGERED@ ~ " 16" olc EACH FACE OR 3-~0~ '. ~6d NAILS STAGGERED@16 0 C 16d NAILS @ ~ ~ ~ . ~FOR 2ux10u OR GREAlER HEAD R 16" OIC TYP. ~~. '-~~~ EACH PLY ~ '-.Jr ~ \\ \ '- DOUBLE HEADER WI 1/2U flITCH PLATE U.N.O. (1) 2.x4u CRIPPLE FOR OPENINGS 6'-0" OR LESS & (2) 2u x 4" C~IPPLE FOR OPENING 6 -0" OR GREATER ~ , (1~ \gJ \ ~~6lSj~E~Nf'A~~N90AS HEADER wi (2) 16d @ 16" OIC UNLESS NOTtO O",ERWlSE ~~ /2"X4" STUDS TYP. r[EE PLAN FOR REQUIRED / CONNEC"ONS P.T. BOT. PLAlE D O.o~ OOfj) * UPUFT CONNECTIONStY,tIvQ REQUIRED AT LOAD BEARING WALLS ~~ LOAD BEARING/EXTERIOR WALL ~EADER DETAIL SCALE: N.T.S. --=-- , Q '\ \!:V KWN10C1K-2~T BLOCK, NOTCH LINTEL WHERE REQUIRED t'1) ~ , FOR CONCRETE PLACEMENT ',~ 1:',...:. ;,. ~ .,.... ':.-.. t., ,",,'" ........ .'; ... ~~...,;" . ;[ . 4 .. / '0;:' ~I .~ - -r -2"x BUILT-UP COLUMN ..---- . . . . STD. 90' HOOK T" BOND BEAM CONT #5 BfR 1 II .:. 18-16d NAILS .. /'" o oo~ . . .. 5/S"0XS"" l BOLT OR 5/S"0 HILll K\MK BOLT II ~II ~<!'0?i: ;~, ,- \Ji ~~[f' FILL CELl\ \ CONT. #5 i BARI H- ,.. ... II II I STD. 90' ... HOOK~ : ... ... ."t .....,1 II II I I I I I II I I I I II I II ..y I #(0 ~~JE~~O&0~8u~~tMION 51MP50N STRONG TIE ~TT1~ I , SCALE: N.T.S. N , 52 B ..==-. TYPICAL FILLED ~ LINTEL ASSEMBL Y{ G \ SCALE: N.T.S. ~ 52 6 -=- --====- BOND BEAM STEP DETAIL I H \ \!IV ~ SCALE: N.T.S. SIMPSON STC W/ 3-8d COMMON NAILS \ fiTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END (24" O.C. MAX) , 7 5~ s" 7 5/~ s" ~ 8" -- TI -- -.:r:.EAS--- D - _____~5/B~ -SOUO AREAS =0 - ARE STEEL AND 0 = - ARE STEEL AND / GROUT 0 / GROUT IN1ERIOR W\ Ii' /- SAW CUT TO 10 1/2" ~ ~ ~ SAW CUT TO 10 1/2" ir / FULL 8,8,16 BlOC!< <t - - IT . - -DOOR OPENING- - U ~ -DOOR OPENING - - Q~ -DOOR OPENING-1. / Iil \ FILL ",IS CAVITY WI", ~ \ FILL ",'S CAVITY WI", I ~ I \ FILL ",IS CAVITY Wll11 EXTERIOR WA18l L GROUT FROM FINISHED L GROUT FROM FINISHED ~ GROUT FReM FINISHED D FLOOR GRADE TO D FLOOR GRADE TO l8J FLOOR GRADE TO L1NlEl ABOVE. LINTEL ABOVE. LINTEL ABOVE. __ D ________JOl___+___ D ___ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO ",E COARSE BELOW. EVERY ",IRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO ",E MAIN FRONT TO REAR WALL AS SHOWN. Oil / ~ 1/4" MIN. SPACE 2x TOP PLA TE~ "" YOTE; 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING ;V CAN BE USED IN UEU OF SIMPSON _______ _ STC STRAP .....--./VV_ 2x Sl1JD @ 24" O.C. MAX. I~ROVIDE HILll X-CF NAILS OR EQUAL @ 12" O.C. STAGGERED FROM BOT. PLATE TO CONCRETE 2x P.T. PLATE~ ~:X6 W1.4XW1.4 ~ ~ I j OR FIBERMESH I 'k2 I ~.-,- :.- "'- ~ - -,1-.-:- ~ ~- L ...:... ~ ~ ,-#..- ~ r4 . . .... .. l TYPICAL INTERIOR NON-BEARING WALL DETAILI SCALE: NJ.S. \ J\ 52.) ----- I D , \ 52 J MASONRY LAYOUT SCALE: N.T.S. I REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. \MDTH OF OPENING VARIES " FORM CONCRETE INSET TO A" ~ / CREATE A SOLID BASE FOR BLOCK / WALL ABO\1C T,"(PICAL GARAGE DOOR & TRACK MOUNTING DETAIL K oCAlE: N.T.S. 62 REFER TO PAGE SDW2 FOR ADDITIONAL INFORMATION BY MANUFACTURER. TYPICAL SECTION T~RU WINDOW (;;\ SCALE: N.T.S. \ 62.J ~ f. I SIMPSON META16 (UPLIFT CAP = 1500 LBS) LINTELS AT ENTRY DOOR W/TRANSOM NOT TO SCALE 2 x 8 BUCK - CONNECT TO BLOCK WITH __ SECTION -3/16" x 3 1/4- TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.)~ B-B -d" MAX. l... \~ 2'-0' 8' SOLID BLKG. AT TOP 1 \"" +--=-+ BliNN. ARCH BlKG. & BUCK l I "" ! I I I - TAPCON AT EA. SIDE / BUCK - (1) WITHIN LEAVE A CUT OUT IN O.S.B. J./ < 4u MIN. OF START ON THE INSIDE TO ALLOW FOR~ ~ ~ OF ARCH INSUlATION TO BE INSTALLED '~_ "-.2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BliNN. OSB ARCH FACES w/ (4) 10d NAILS THRU OSB INTO 2 x B ..-SIMPSON A35 SIMPSON --, SP2 1 I' "): ~' .. , SIMSPON META 16 I I !! D ,-SIMPSON SP1 rANCHOR BOLTS @ I r;I':SON SIMPS~35 _ / 24" O.C. MAX )1 t .. "'-s' .J ... 2X4 P.l 4:' III I' IJ PLATE \r \ ~xs P. T. BOTTO~ PL~ I \ I L~NCHOR BOLTS @ 24" a.c. MAX. (MIN. (2) PER BOTTOM PLATE) A -.- SECTION A-A 2'-0' 8' / \ H 3/16" x 3" TAPCONS * "I ~ \ LEAVE A CUT OUT IN 0.5.8. ~ ON THE INSIDE TO ALLOW FOR ~ INSULATION TO BE INSTALLED ~ 2 x 8 45' DIAGONAL ~ ~ ~~X~C~T wEJ. (~~CrOd l' NAILS AT EA. tND ~ ,. 2X4 STUDS @ 24" a.c. ' 2'-0" A A A' 1 /2" ~NCHOR BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECllON7 ~ j 'I \ I U LSIMPSON1 A35 I _?X4 P.T. ~;: PLATE , 1,.,)- o FRAMING DET AILS ~ A60VE ENTRY f FF , NOT TO SCALE ~ BLOCK HEADER- '\ 1 X 4 FURRING "-.., , 8d NAILS @ 8" D.C. AT BUCK-----.. ~ 2 x B VERT. wi (2) 10d NAILS AT EA. END PROVIDE 2 x B DIAG. BRACE ~ BliNN. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24- " 2 x 8 VERT.~ BRACE(S) \ ~ ______ \ 7/16u OSB _ _ --LARCH PANEL BUilT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT w/ Bd NAILS / / INSTAll WOW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS / -- /66\ \ S2 I ARC~ DETAIL NOT TO &CALE 1/2"X9 1/2" PLYWOO SCRAP MATERIAL -.J -.J . < ;::~ o GARAGE DOOR \ RACK MOUNTING BRACKET \ ' FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED, 2x4 (NOM) KEEP SllFFENER BACK FROM SIDES ENOUGH . TO ALLOW SPACE FOR FLAT MASONS TOOLS UPSET WOOD BEAM r (SEE PLAN FOR SIZE) ! ! llJ ~ARAGE DOOR TRACK "\ \ i / .J, -l.. I "c-j \. /......:.: .' "!:~ ~t ..:'.1.>:.~;.:'. ~< ~:, POURED CONCRETE BASE FOR l. ~~~S~ ~SkLGA~x8~s8bgR _ BOTTOM "OF MOUNTING BASE ~ND WATER SHED FORWARD TO BE 2 ABOVE FINISHED THIS DRAWING. GARAGE FLOOR. 2x6 MOUNllNG BASE ~XBX16 C.M.U. '. < '<::r GARAGE FLOOR GARAGE DOOR ROLLER ..4 CONNECTION ASSEMBLY ,;:'&'/ TR~t~~G~lrw8~rfN OF (TI1iS IS A RECOMENDA 11 ON FOR CONSTRUCllON OF mls FORM. ANY MA TERIAL OR CONSTRUCllON MEmOD MAYBE USED PROVlDED END PRODUCT MEETS mE SHAPE AND DIMENSIONS OF mls DRAWlNG.) I GARAGE ENTRY FORM DETAIL SCALE: N.T.S. MOUNllNG BASE SHOWN IN POSIllON .{ " ~ TRANSOM OPENING I PARTIAL INTERIOR ELEvATION SCALE: N.T.S. 7'-4" AJ.f PRECASX REC SS LINTEL {FILLED #5 REB~ ......... DOOR OPENING I MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL BELOW ", . . ~ '.-.: ":,, .:....:...........- .,' ',' .:..' . . "'\: : '" / SEAT FOR BLOCK IS ......... POURED IN PLACE CONCRETE~ " GARAGE FLOOR SLAB \ ~~~WM-NtWAtHNOTES ~~ SLOPE FORWARD ~. FOR DRAINAGE MOUNTING BA5E DETAIL SCALE: N.T.S. D SAMUEL A. GREENBERG, P E. -:34245 D TI-tUY I-t. I-tU"r'NH P E. #~0122 D IRWIN J. BENSON, P.E. -4Cjl58 D AL I ABBAS I-tAKIM, P E, llS~ l8~ I ~ \!:V ~~. ~ SEE PLAN FOR FOO~NG DIMENSIONS TO TI-IE 6E5T OF TI-IE ENGlNEER'5 KNOWLEDGE AND 6ELlEF, TI-IE 5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPLY WITI-I TI-IE FLORIDA BUILDING CODE, OECTION 16>~6> FOR 12~ MPl-I 3 5ECOND GU5T, EXf'05URE '6' WIND ZONE (2~~1 EDITION). Tl-II5 DRAWING AND DE51GN 15 VAL.ID FOR 12 MONTl-IS AFTER TI-IE DATE IT 15 51GNED AND 5EALED. 5fGNED AND 5EALED FOR TI-IE 5TRUCTURAL PORTION OF TI-I15 DRAWING ONLY. , ~. GARAGE ENTRY FINI6~ED MASONRY DETAIL , SCALE: N.T.S. , P \ 52 J r " D E ~~~~~~" p.o. 60X ~ - APOLL.O 6EACA4 - FLORIDA - 33512 ~ - (813) 645 12>166 FAX - (813) 645 ca6~ Et::Il. At:,tAl t(\ ~ESE DRAWINGS AND DESIGNS ARE ~E JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND ~E .... .".., ~ \SICUENT ON ~IS PROJECT. ANY REPRODUCllON OR UNAU~ORIZED USE IS PROHIBITED. - 2003 5TART ~ ARC 4' MAX RAD. & REVlSED 08-15-03 & CREATED 01-02-02 120 MPH 3 SEC, GUST &EAl.."\ 5CAl..E NOTED DATE 12/12/~ TAMPA DIYI81~ DRAUN B.Y. N:/BLOCKS/STD 2001 LENNAR ~OME5 EQUAL EQUAL 1 6ECTION6, DET AIL6, NOTE6 ~ DE JOB NO. PM - 5021 82 ..) \... /'BACKNAIL wi (2) 16d NAILS SEE STRUC1lJRAL NOTES AND NAILING SCHEDULE FOR SHEAll1lNG DETAIL .IN\> 7 rZ"X4" OUTLOOKER @ 24" O.C. / / (OP1l0NAL - SEE ElEVA 1l0NS) J /." ,/ fL tlI1 / //~ " ~'rn I SIMPSON H10 OR EQUAL 'V @EA.OUTLOOKER TOP CORD BLOCKIN ~FOR FIRST FOUR ROWS 1/ I\-DOUBLE TOP PLATE OF TRUSSES @ EDC S OF SHEA TI-iING TYPICAL V II" " / V 114" MAX. 2"x4" CROSS BRACE 7/S" srucco FINISH PER ASllA C. 926 SI PSON LSTA12 @ EA. S D ~ AT RIDGE FASTENED APPLY 3 LAYERS W/ TOTAL THICKNESS 7 /S" ~~ AT EACH JOINT WI OVER METAL LAlli. FIRST l-AYERS 3/8" --- '- ~ (2) 10dx3" TI1ICK EACH. 3RD LAYER 1 J8 TI1ICK, "\ I AX6 FRAMED WALL - SEE ./ 17 WALL SEC1l0N FOR SPACING ~ ' ....__1/Z" COX PLYWOOD OR 7/16" 2"x4" PANEL BLO< KING @ 48" O.C. V OS8 SHEA11iING ATTACHED WI 10d FOR THE FIRST.0 ROWS OF TRUSSES '~ NAILS @ 6" O.C. EDGES AND 12" O,C. FROM EA. END 'T . TOP & BOTTOM FIELD ATTACHED WI (2) 1~ld TOENAILS _ V-(2) 16d NAILS , IlG I I I I 1 ~~",'! 2"x4" BLOCKING 5/8" OR 1/Z" CEiLiNG DENSEJ GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C100Z FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL 7/8" srucco FINISH PER ASllA C. 926 APPLY 3 LAYERS wi TOTAL TI1ICKNESS 7/8" OVER METAL LATI1. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8 THICK. r-11\SIMPSO~H10 OR EQUAL I @ EA. UTLOOKER I 24' MAX. I VOL" BRACE TO EXTEND AT LEAST I 90% OF WEB LENGTH (SEE TABLE) 2"'6" P. T. SILL-I r I I ~ABlE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. I V 1/2" COX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL ~ I V SHEATl1ING ATTACHED WI 10d NAILS @ 6" O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS I" " I ~ 10dx3 @ 3 0 C THROUGH , qjp CHORD INTO 2"x6" P.T. PLATE 2!J I~. 2"x4" "T" ON TOP OF PA~EL ,j I~ ~~ BLOCKING, FASTEN WITH \, ~-'I'\; 10dx3" @ 4" O/C W rr MOISTURE BARRIER 5/8" OR 1/2" CEiLiNG DENSE II I I GYPSUM WALL BOARD FASTENED /b!::o:!::!:. SIMPSON META20 OR EQUAL WITH 8d COOLER NAILS OR 1 1/4" LONG TlIT @ 4'-0" O.C. TYPICAL DRYWALL SCREWS COMPLYING 'MTH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL SEE STRUCTURAL NOTES AND NAiLiNG \ SCHEDULE FOR SHEATHING DETAIL , + Df't~ [4 , I II ,~. II J TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES@ EDGES Ov~F ~SHEATl1i"ING TYPICAL 2")(4" CROSS BRACE AT RIDGE FASTENED AT EACH JOINT WI "\. (2) 1 Odx3" / TOENAIL W/ (Z) 16d NAILS / rZ"x4" OUTLOOKER @ 24" O.C. r [4 , If. II'-~' MAX. ~t:i r ~ 2~'-~' MAX ,/ "x" BRACE SEE \ 1 DEl J/S3 \ I ~ I 2~'-~' MAX jCONllNUOUS BOTTOM COR BRACING / ~"X4" MIN. (SEE DETAIL M S3) (3 w .. k. . ~~Q: ~::!:~ ~ I ~ ~ , ~ ~ ~ W I ----W~k oS ~ <( , ----<.:)~ ~ , ---- ~ ~x . ::<C~ ,::!:1- END JACK .. I' ~k <3 OJ ~ ,. ~ "" "" "" ~--:- ,x - <( ~::!: - '--" ---- ~ .. '" f\ 2"x4" "T" ON TOP OF PANEL _' I \""SLOCKING, FASTEN WITH .V 10dx3" @ 4" O/C ",,:::'" <lA M " M ~ ~ONllNUOUS BOTTOM CORD BRACING rx4" MIN. ~,v ,,"INIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCA llONS) ~k / / / >< cr: w o cr: (3 0.. I ,~~ 01- CORNER JAC .. i' () ,. ,2) 16d PER JOINT Cl :z w Q.. :r: "" / ~--:- ,x - <( ~::!: --......-. ---- '- ~--:- ,X - <( ~::!: --......-. bl >K (j OJ r--- .. .. ..~ , <3 w 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE bF ADJACENT TRUSS) CROSS BRACING DETAIL 5CALE: N.T.5. IJ\ , 53~ -- NOTt: 1) SEE TRUSS MANUFACllJRER'S TRUSS ENGINEERING CUT SHEETS FOR ADDIllONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. ~TOP & BOTTOM CORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES - UPLIFT CONNECTIONS - HfP FRAMING 5CALE: N.T.5. (;\ 537 -= 1 /2"~ ANCHOR BOLT @ 48" O.C. MINIMUM 6" FROM PLATE SPLiCES W/ 3/16"x2"0 PLATE WASHER SECTION 5CALE: N.T.5. f1\ ~ REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I AS PER HIB 91 5CALE: N.T.5. , L \ 53 f * USE SIMPSON META20 (OR BETTER) CONNECTORS (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) CONNECTORS @ FRAME WALLS & SIMPSON H5 @ HIP JACK TO FRAME WALLS. SECTION "==" SEE STRUCTURAL NOTES AND NAiLiNG SCHEDULE FOR SHEATHING DETAIL \ rBACKNAIL WI (2) 16d NAILS -\ r2"x4" OUTlOOKER @ 24" O/C 7/8" srucco FINISH PER ASTId C. 926 . , APPLY 3 LAYERS W/ TOTAL TI1ICKNESS 7/8"_______ " ~A y..... Da OVER METAL LATI1. FIRST 4l-AYERS 3/8" ------ '\ J~ ~, I TI1ICK EACH. 3RD LAYER 1/8 TI1ICK. ~ TOP OR B~KING FOR FIRST FOU ROWs/ I IMPSON H10 OR EQUAL OF TRUSS S EDGES OF SHEATHING TYPICAL I @ EA. OUTlOOKER ~~~~~~ I " .l AT RIDGE FASTENED 4 MAX. AT EACH JOINT WI I r"L" BRACE TO EXTEND AT LEAST (2) 10dx3" - }, 90% OF 'NEB LENGTH (SEE TABLE) I ~ABLE TRUSS I / 1/2" CDX PLYWOOD OR 7/16" I /OSB SHEATl1ING ATTACHED WI 10d NAILS @ 6" O.C. EDGES AND 12" O.C. I FIELD I /(2) 16d NAILS 1/ rSIMPSON HGA10@36"O.C. / Z"x4" "T" ON TOP OF PANEL I ~ ;;r'qp-'BLOCKING, FASTEN WITH 2!J 10dx3" @ 4" O/C (. ~STUD WALL (SEE TYP. SEC.) -'\ SIMPSON SP2 @ EACH STUD Q' OVERLAP 2x4 "T" BLOCKING 2 ,,~~ x4 BLOCKING @ 48 O.C.~ !~ "L" BRACE ~ : ~ 16d ATTACHED W/ 10d NAILS ....L-vi _ @ 4" O.C. TYPICAL ~h-J I V ~ ::::: ~;u GABLE TRUSS WEs-I DOUBLE ILl BRACING DETAIL '{.' . NAIL ~~ ......" ~ A .--- ~ ~ ~ 1<-' -=iN N~, 0., PRE-ENGINEERE~ ' WOOD TRUSSES \ OVERLAP TRUS8 eRACING A T LEAST TWO TRUSS SPACES ,g .. I<- r-~ <I.) ~"., , 5CALE: N.T.5. fS\ \!V ,g ~ -j ~~ it (2) 2" x 4" LAMINA 1l0NS W / (1) ROW OF STAGGERED 10d COMMON WIRE NAILS (0 = 0.148", L = 3") OR EQUAL ~~ L+ fr (3) 2" x 4" LAMINAllONS W/ (1) ROW OF STAGGERED 30d COMMON WIRE NAILS (0 = 0.Z07", L = 4 1/2") OR EQUAL " 1.1 ~", 2"x4" PANEL LOCKING @ 48 C FOR THE FIRST (4) ROWS OF TRU~ FROM EA. END TYP. TOP &: BOTTO ATTACHED W/ (2) 16-d TOEnAILS I I I M I 5/8" OR 1/Z" CEILING DENSEJ GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL . \ . ~INIMUM (2) 16d PER .xJINT\ r ~INIMUM 2"x4" TRUSS BRACING TRUSS BRACING ovERLAP DETAIL 5CALE: N.T.5. ~ J/ M \ , S3 I 2x4 "T" BLOCKING ~ 2x4 BLOCKING @ 48" O.C.~~ "L" BRACE I}'; ~ 16d NAIL ATTACHED W/ 10d NAILS ...-1 i~ @ 4" O.C. TYPICAL,,---- Vh' i ~..A -......."..- -/ "- GABLE TRUSS WEB~ NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINA llON 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U,C., SAME NUMBER OF ROWS, SAME SPACING) 4) FOR 4-PL Y, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 5) FOR 5-PL Y, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 6) REFER TO NDS SEC1l0N 15.3 FOR ADDITIONAL INFORMA1l0N DBL. S.P.F.TOP PLATE 61NGLE uLu BRACING DETAIL 5CALE: N.T.5. -==-- I 6 '\ , 53 J I (;\ ~ 12 ~7~// ~ I,'" (;\ r--, ~ ~ ~ I ~ III ~ ~ ~;/ ABLE TRUSS -=- TYPICAL NAILING SC~EDULES FOR BUILT -UP COLUMNS r 8 '\ 5CALE: N.T.5. ~ 5CALE: N.T.5. fi\ \ 53) ~ ~ SECTfON ~ I (TOENAIL W/ (2) 16d NAILS 10dx3" O/C @ 6" O/C TYPICAL ;f">s4" OUTLOOKER @ 24" O.C. / WI (2) 10d PER JOINT , DQ \(.,1. RUNNERS 12~ MAX. 1 ,,( ~ ~v 7 ~ ~::/'" ~II "",," rGABLE TRUSS ~ "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE r--- ND LOCA 1l0N) ~~ ~ "L" BRACE wi 10d @ 4" OIC (SEE SCHEDULE FOR SIZE AND LOCA llON) ILl eRACING REQUlREt1ENT5 - '-- I I I, I I -4~ "",:::'" I (i;\ ~ $ I"--. .~ r-.~ STUD NO (1) 2"x4" (2) 2")(4" (2) 2")(6" SPACING "L" BRACE "L" BRACE "L" BRACE "L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" 5CISSOR GABLE - (1) 2"xS" #2 S.P.F. @ EACH VERTICAL AND (2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING :-:,. --~ --~ ~ .~ '~ ~ [I .............. NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. ALTERNATE NON-DROP GABLE END DETAIL - 5CALE: N.T.5. .:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.: .:.:.:,:\ .:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:::t::.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:::l::.:.:.:.:.:.:.:.:.:.:.:lf::.:':.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.::i:.:.:.:.:.:.:.:.:.:,:.:. :.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.: ........... ........... ..................... .Ir... It....... ............ ..t....... ..~........... .-it-........... .......... .'.1............. ........... ...... II \ I II II II II II II I llc=Jc=J II 1c=J1 II~ONT. IIBEARING II II II II [I [I r II 11 \lU \ >; - L aNT. BEARING DBL TOP PLATE I-~ H II If ~STUDS @ 16" O.C. SIMPSON HGAlO SIMPSON SP2 @ EACH STUD GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICA nON 5CALE: N.T.5. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCA 11 ON 5CALE: N.T.5. D SAMUEL A. GREENBERG, P.E. #34245 D TI-IUY 1-1. I-IUYNl-l, P.E. ~0122 D IRWIN J. BENSON, P.E. ~4~-158 D All ABBA6 I-IAKIM, P.E. ~6186 0- , :x: . . >- I ,Q . -"'" , Cllt .<D , 'a . 0 . - ~~ C\.I - -J ~ , 0- :x: ~"PSON lSTA12 TlP ~"-- ~~t-- I---. I---- -----.. ~ ------ t::: e-:> i-- ZX4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCA1l0N ATTACHED w/ Z-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON E1l11ER TOP OR BOTTOM OF Tl1E BOTTOM CORD) SEE STRUCTURAL NOTES AND NAiLiNG \ SCHEDULE FOR SHEATHING DETAIL .L DQ DQ', I " " TOP CORD BLOCKING FOR FIRST FOUR RO Of lR\JSSES f EDGB Of SHEA 11llNl MeAL 2"x4" CROSS BRACE A T RIDGE F AS1ENED A T EACH JOINT W / II (2) 10dx3" II ..L DQ ~,' ~YPSUM WALL BOARD/ 2"x4" LEDGE CHORD SLO , SCISSOR 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD -I l~ ~ ATTACHED w/ (2) 16-d TOENAILS ~ 2"x6" P.T. SILL--" / I I 1/2"~ ANCHOR BOLT @ 48" o.c.J 1- J. ~5: )J - GABLE TRUSS TRUSS VERTICAL ill REVISED 08-15-03 ill CREATED 01-02-02 TO Tl-IE 6E6T OF Tl-IE ENUtNEER'6 KNOWLEDGE AND 6ELIEF, Tl-IE 6TRUCTURAL PLAN6 AND 6PECIFICATION6 COMf>L Y WITl-I Tl-IE FLORIDA 6/JILDING CODE, 6ECTION lb~6 FOR 12~ Mf>l-I,3 6ECOND GU6T, EXf>OOURE '6' WIND lONE (2~01 EDITION). Tl-II6 DRAWING AND DE61GN 16 VALID FOR 12 MONTl-I6 AFTER Tl-IE DATE IT 16 61GNED AND 6EALED. 61GNED AND 6EALED FOR Tl-IE 6TRUCTURAL PORTION OF Tl-II6 DRAWING ONLY. 2X4 LEDGER .~~ r I~~~ ~ (BACKNAIL w/ (2) 16d NAILS r2"x4" OUTLOOKER @ 24" O.C. 7[4 ~ "'-SIMPSON H2.5 OR EQUAL + @ EA. OUTlOOKER I ..;-ZX4 CONT"L" BRACE FASTENED W/ )- / (2) 10d 3"@ 24" O/C. CMID HEIGHT 1 ,.........-2X4 KICKER@ 8'-0" O/C. ~i r"L" BRACE TO EXTEND AT LEAST Y 90% OF WEB LENGTH (SEE TABLE) SIMPSON #3 WITH 8-8d I /" FROM LEDGER TP BLOCKING ,\,/ ' .(- ~ /ABLE TRUSS J I . .....--1/Z" CDX PLYWOOD OR 7/16" OSB (MA TCH BOTTO /' SHEATHING ATTACHED WI 10d NAilS @ 6" O.C. OF ADJACENT I EDGES AND 12" O,C. FJELD SS) , , '" ~ 12 ~~ ~OUBLE TOP PLATE 7 I MAX. ~91 M!? ~~ I ; ,,~ I L.-- r----- t--- -- L.-- r----- r----- L..--- -- r----- SCISSOR TRUSS . ... . 0 - . , . , . .... D~ <:' ~ --~-- I- - - --...~ -,- '-J , . . Cllt , <D () > <D 'a ~ (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE DIAPHRAGM BLOCKING _ I-@ 48" O/C , D AN6CO ENGINEERING, PA" p.o. eox 3400 - APOLLO eEACf-J - FLORIOA - 33512 ~ - (&13) 640 12>166 FA)< - (813) 640 ~~ e6 4010 f'(\111ESE DRAI'tlNGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING. PA. AND 111E \:::J CUENT ON 111IS PRO-.ECT. ANY REPRODUC1l0N OR UNAU1110RlZED USE IS PROHIBITED. - 2003 DE ~ ~!l:: ~OISTURE BARRIER SIMPSON HETA20 OR EQUAL @ 6'-0" O.C. TYPICAL ALlERNATE SIMPSON LSTA18 STRAIGHT STRAP @ 4'-0" o/c ALiGNED WITH GABLE WEB. ATTACH TO TRUSS W/7-10dx1 AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. AS PER HIS 91 (~ , 5CALE: N.T.5. 53 I 'a J ... .c,u . ..)C ~() ~c1S . Q. . , : - . - : CD . - j ,. J <D . ::c J J CD J CD <D 1 . - ) <D . -., ) C : a ) - ) Cllt J Q) 10 - Q. ~ :::t: =---- ,~~ I ~COSMEllC DROP CEiLiNG FRAMING SCISSOR GABLE "m BRACE ~ 120 MPH 3 SEC. GUST ...... TlJDS @ 16" O.C. SCISSOR TRUSS WI DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCAnON 5CALE: NT5 1/2" &EAL "'" \ 5CALE NOTEO DATE 112/02 LENNAR ~OME5 TAMPA DIVlel~ DRAU.N B.Y. N:/BLOCKS/STD 2001 5CALE: N.T.5. --==- 4 2 '\ \!:Y ~ TRuee 6RACING DET AILe AND NOTE5 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCA110N 5CALE: N.T.5. SECTION DE JOB NO. PM - 5021 63 ~ \... FIGURE 1: FLASHING INSTALLATION VALL SHEATHING ~ RICKET AS SPECIFIED BY PLAN ASPHALT SEALANT: EXTEND MIN, OF e' OUTSIDE OF FLASHING GAL V, MTL. 'L' FLASHING DDF SHINGLES FfGURE 2: WALL FINISH TEXTURED1 PAINTED EXTERIOR \.IALL FINISH HOLD EXTERIOR FINISH 26 ABOVE ROOF FLASHING a.. :x: 115X~' EM6EDDED INTO EXISTING FOOTING UPLIFT CAPACITY . &SS FOR 1 STRAP . 1~ FOR 2 STRAFe MAUFACTlJRER - G S ROOFING PRODUCTS COMPANY, INC. D SAMUEL A. GREENBERG, FE. -:3424S D TI-4UY 1-4. I-4UYNj.4, FE. ~60122 D IRWIN J. BENSON, FE. -4Cj1Se o ALl ABBAS HAKIM, PE. ~6186 & REVlSED 08-15-03 & CREATED 02-27-02 120 MPH 3 SEC. GUST 6 TO 12' PER PLAN SPEC'S, 6' HIGH DIVERTER FLASHING NOTE, IF RETROFIT FILLED CELL OR UPLIFT STRAP CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. >- ~ ...: ell>> CD "0 o .... ::I 4:(; EXISTING U-6LOCK WI I 115 CONT. OOFING FELT DRILL 34 'X;' MIN. I-lOLE QET 6AR IN EPOXY CAP TO PREVENT LEAKAGE "Sx~' ET16EDDeD INTO eXISTING U-6LOCK LINTEL FILL ceLL FULL I-4EIGHT WI NON-SHRINK GROUT SECTION ecAL.E. NTS ... o - ~ ..... >- 0::: Z o (f) <( ~ I.J... o W u <( I.J... I- :::> u 3= <( . (f) ~ - ell>> CD o > Q) "0 N ...J ~ , a.. :x: "0 "- CIS ~ o CIS a.. , - - CD ,. CD :x: FLASHING INSTALLATION IJHERE ROOF MEETS VERTICAL IJALL ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL V ALLEY LOCA TIONS) TEXTURED1 PAINTED EXTER, IJALL FINISH 6' X 18' H GAL V, FLASHING CONT, PLASTER STOP. ROOF SHINGLES L.:i Z I V') <t: -...J U. l- e.:: w > ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEIJALL VERTICAL IJALL AT ENTRY 6' X 18' H GAL v, FLASHING CONT. SEALANT ELASHING ~ NOTE: THIS DETAIL IS REQUIRED A T ALL VERTICAL \.I ALL INTERSECTIONS \.11TH ROOF V ALLEYS ~ ROOF CRICKETS, 6' HORIZ, F ELASHING I2ETAll AT CRICKET/KNEEWAU_ INT~ION FILEREF: <SD4)KNGSTN.FLSHDET ISD (NO SCALE) /";' r PROPER INSTALLATION ~.. ~~ ~~ ~~ ~~ ~~ 36' . . AIL SHINGLES IJ I 11 OR 12 GAUGE ROOFING NAILS, 3/8' MIN HEADS, 6 PER SHINGLE- . \)ec.\Z ROO~ . ~eS s'(\\(\g ~ () -\'(\ic.\<.e 0;'(\ (S~ 't;~-\e(\-\'(\e -\ \.1 c.: \S, o"ef S c.'()<?~ e~Cde,?>1 b, ec."\~ ~f~\:lo'J-\ f\1? \'\\'\') ~ of, ~ (\0 ~ 'J~e \'\~'), ~se~' ~~Cde \S SHINGLE DETAil " " " .,,' N.T.S. MAX. 8" #5 REBAR (TYP.) - sm. 90' HOOK (TYP.) NOTCH 'NEB AT TI1E FIRST 2 COURSES 1:5 FILLED CELL PER FOUNDA TlON PLAN UNACCEPTABLE INSTALLTION " DO NOT DO T~rS " , #5 REBAR (TYP.),' " , " , tm. 90. HOOK (TYP.) 4# ~~ ~ NOTCH W& 4 FIRST COURSE ~~ ~~ ~~ FILLED CELL INSTALLATION SCALE: N.T.S. PRODUC T CONTROL NOTICE OF ACCf:PT ANCE MIAMI - DADE COUNTY, FLORIDA PRODUG T AGGEPT ANGE # EXPIRATION DATE. FlREHALT 2000 01-0503,03 06 I 14 I 2006 FIREHAL T 2000 AR 01-0503,03 06 I 14 / 2006 LANDMARK 30 01-0503,03 06 I 14 I 2006 LANDMARK 30 AR 01-0503,03 06 / 14 I 2006 LANDMARK 40 01-0503.03 06 / 14 / 2006 LANDMARK 40 AR 01-0503,03 06 I 14 I 2006 FI 3: CO l-PL '( ~-ENGINEeRED i'fi!U5S eXISTING FOOTING (4) 5De 1~'xlV2' SIMPSON 1-lM~ STRAP <>> <>> CIO (S) 1~'x2I~' TITENS FLASHING INSTAllATION N.T.S. RETROFIT FILLED CELL DETAIL N.T.e. - CD .., C t::D 0>> Q) o ~ - TO TI-4E BEeT OF TI-4E ENGINEER'S KNOUJLEDGE AND BELIEF, TI-4E STRUCTURAL PLANS AND SPECIFICATIONS COMPLY UJITI-4 TI-4E FLORIDA 6UILDING CODE, SECTION I~~~ FOR 12~ MPI-I ,3 SECOND GUST, EXFOOURE '6' WIND ZONE (2~~1 EDITION). TI-4IS DRAWING AND DESIc;N IS vALID FOR 12 MONTHS AFTER TI-4E DATE IT IS SiGNED AND SEALED. SIC:lNED MID SEALED FOR TI-4E STRUCTURAL PORTION OF THIS DRAWING ONLY. D E E~~~~~~. p.o. eox 3400 - AP01.L.O eEAO-I - FLORIDA - 33&12 PI--fONE - (813) 64& 0166 PAX - (813) 645 ~~ E6 At!LtA\ f'(\ l}jESE DRA'II1NGS AND DESIGNS ARE l}jE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND T11E ."., IV ~ CUENT ON l}jIS PROJECT. ANY REPROOUCTlON OR UNAU':l10RIZED USE IS PROHIBlltD. - 2003 LENNAR ~OMee eCALE NOTED DATE 2121/02 TAMPA DIYISICN DRAUN e.Y. N:/BLOCKS/STD 2001 F~MING CONNECTIONe ti) EXT.. WALLe DE Joe NO. PM - ~021 63.1 j REFER TO SECTION 1 A ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION ~~~/~l / "" "" v"'" '- "" "",/.- /" ~"" "" "" "v 2" x 4" RAT RUN BRACING@ "" """,,"'" V:24" O.C. ON TOP OF BOITOM "", "'" ~ "" "" CHORD FOR (4) TRUSS SPANS vV' "","'" """" '- AITACHED W/ 2-16d @ EACC "'" "","'" // "" TRUSS JOINT "" v '- '- "'" 1"-"" / '- 2" x 4" BLOCKING END NAILED /" vV W/ 2-16d @ 24" O.C. (~1AX.) lA 111"- r>t<______ :>'<, --------- 2" x 4" BLOCKING (TURNED ( FLAT) NAILED TO TOP PU\TE l W / 5 - 1 0 d NAI LS REFER TO SECTION 1 A ON SHEET S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION {\- SCISSOR TRUSS I~ SCISSOR TRUSS SCISSOR TRUSS I- :z 6 ~ / / / / / / / / / / <=;x // SIMPSON A44 W/ 8- 10d @ 48" O.C. I~~ (I ~ WOOD FRAME EXT. WALL .. ~ SIMPSON SP2 @ EVERY OTHER STUD / / / / / / 1/4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS ~ 0::: ~ o o o o 5: .....J Q. Q. <: .....J 1/4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS r-:' .-+-- ;: ------I--- SIMPSON A44 W / 8- '~ 10d @ EACH TRUSS C i... --------- WOOD FRAME EXT. WALL ~r---- SIMPSON SP2 @ " EVERY OTHER STUD ~~ 1/2" NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS @ 4" O.C. BOUNDARIES, 6" O.C. ~ EDGES, & 12" O.C. FIELD ~ ~ 2x8 STUDS AT 16" O.c. " MASONRY WALL (DESIGNED AS CANTILEVERED)- f\-- V SIMPSON SP1 @ - (\I / EVERY OTHER STUD (. . :. ~ K.O. BLOCK W/ (1) -i -" r- / #5 CONT. & FILLED _(1 ~ ::: = ~ 1/2" DIA. x 8" "J" BOLT @ := = 48" O.C. W/ 2" DIA. x 3/16" I- - PLATE WASHER (TYPICAL) ~ I- - = - ~ 1" x 2" P.T. FURRING STRIP - - - - - - - - - - ~ WOOD FRAME EXT. WALL ~ SIMPSON SP2 @ ~ EVERY OTHER STUD _ ~ ~f'-.- 2x8 STUDS AT 16" O.C. tv- - x I'---- 1/2" NOMINAL PLYWOOD OR -(\I ~ O;,S.B. NAILED W/ 8d N;;-ILS @ / b 4 O.C. BOUNDARIES, 6 O.C. :.: ~ EDGES, & 12" O.C. FIELD SIMPSON SP 1 @ EVERY OTHER STUD -i f- --I ~_ --I '1 ~ X <: ~ .,,- 1/2" NOMINAL PLYWOOD OR O.S.B.------- v NAILED W/ 8d NAILS @ 4" O.C. I ~y BOUNDARIES, 6" O.C. EDGES, VIJ & 12" O.C. FIELD : o I u-, "'- 2x8 STUDS AT 16" O.C. 0-- - f--- SIMPSON SP1 @ - ---\J ~ ~ EVERY OTHER STUD .. ______f--- K.O. BLOCK W / (1) ~ ----, #5 CONT. & FILLED -1 t-"---- -1'1 ~ ~ = = ~ 1/2" DIA. x 8" "J" BOLT @ = = 48" O.C. W/ 2" DIA. x 3/16" - - PLATE WASHER (TYPICAL) = =~ I ------ 1" x 2" P.T. FURRING STRIP - - - r- f-- f-- - K.O. BLOCK W/ (1) #5 CONT. & FILLED MASONRY WALL (DESIGNED AS - - - - CANTILEVERED) ___--- - - - - - f- f- f- f- r- 1/2" DIA. x 8" "J" BOLT @ 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) - - - - - Slf:;V - - - - f- f- r- f-- f-- f- f-- f- 1" x 2" P.T. FURRING STRIP l- e- l- e- - - - - - - - - -- NON-BEARING EXT. KNEE-WALL (B t SCALE: .3/4' = "-0' ~' ~rv MASONRY WALL (DESIGNED AS CANTILEVERED)- - - - - - - - - ~~:;v -= NON-BEARING EXT. KNEE-WALL I C '\ SCAl~: .3/4' = 1'-0' ~ -=-- NON-BEARING EXT. KNEE-WALL /' A , SCALE: .3/4' = "-0" 5S J x r2X4 OUTLOOKER @ 24" O.C. r M / '- / /1-- "" / ",- " '- / / r WOOD TRUSSES SIMPSON A34 CONNECTOR /,:> ,-X " , r-2x4 Rf.\T RUN BRACING W/4-8d x 1 1 \2" INTO BLOCKING""- ~^ "" "" '- ')/ AT 24 O.C. ON TOP OF () /" /" S INTO f'... / "" BOIT. CHORD FOR 4 & 2 3 16 x1 3 4 TAPCON ~ / TRUSS SPANS AITACHED PRECAST (NOTE: MAINTAIN MIN. I '" W/ 2 - 16d AT EA. TRUSS 1 7/8" EDGE DIST. ON PRECAST) X "~' JOINT h "- lX ~ f-- - 2x4 BLOCKING @ 24" O/C f-- - W/ 2 - 16d TOENAILS @ EA. 1 \2" HIGH STRENGTH OR 5/8" GYP. '= ~~--- MASONRY WALL - - WB W/ 1 3/8" DRYWALL NAILS OR ~- DRYWALL SCREWS 7" O/C CEILING t =~ARCHITECTURAL FINISH & 8" O/C WALLS -~Lf=- REFER TO SECTION 1 A ON SHEET S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION .......SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS 2 x 4 CROSS BRACE AT RIDGE FASTENED AT EACH JOINT W / (2) 10d x 3" /4!?QMIN X~ "- IX \ ~X X I ~ ~TOP CORD BLOCKING FOR FIRST FOUR ROWS J ~ -..............K<:~ .- OF TRUSSES@EDGESOFSHEATHINGl'r'PICAL TOENAIL W / (2) 16d NAILS 2 x 4 "T" ON TOP OF PANEL ~ II _____ ~ BLOCKING, FASTEN WITH ........-r I I I ~ -.............. I I I I I 10d x 3" @ 4" O/C RYr\' N'J" ~M'/~ '--450MIN ~ ~ SIMPSON H10 OR EQUAL~ @ EA. OUTLOOKER \ WOOD TRUSSES 8d @ 6"0/C jj 2 x 4 BLOCKING W/(2) 10d TOE /NAILS @ EACH END @ 24" O/C (TYr) (BRACING W/(3) 10d x 3" @ EACH CONN. @ 24" O/C [\ 1 / IX IX r- 24' MAX 0- n ::r: :D :D >- :\l .a :\l ~ or <Q -- <D :>> '0 :D 0 .- - n ::::I ...< SIMPSON A34 W/4-8d X 1 1/2" INTO BLOCKING & (2) 3/16" DIA. x 1 3/4" TAPCONS INTO BOND BEAM.(1 7/8" EDGE DI5T MIN,) \ ::11"> / .~ ___2 X 4 @ 24" O.C. -2 x 4 NON-STRUCTURAL FRAME KNEEWALL ~2X4P.T. "'- MOiSTURE BARRIER ~ ~BOND BEAM ~ MASONRY WALL _____ 4,2R INSULATION 2 X 4 PANEL BLOCKING @ 48" O.C. ATTACHED W / (2) 16d TOENAILS INTO BOTTOM CHORD. INTERIOR HIP VAULT; - 6: 12 SLOPE CENTER AND 3: 12 SLOPE SLIDES. ij I V-1/2" COX PLYWOOD OR 7/16" OSB L SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. ~ EDGES AND 12" O.C. FIELD I I .......-GABLE TRUSS :$ X I V-"L" BRACE TO EXTEND AT LEAST ::::~ 2 X 6 P.T. Y 90% OF WEB LENGTH (SEE TABLE BELOW) SILL j$ I IX I ~ -~ r 10d X 3" @ 3" O/C THROUGH J ~ / CHORD INTO 2" X 6" PT PLATE 5/8" OR 1/2" CEILING DENSE ___ ~ iX I ___ PLACE SHEATHING GYPSUM WALL BOARD FASTENED -: r--.. ~ FLUSH W/ MASONRY. WITH 8d COOLER NAILS OR 1 1/4" I ~.'~~4 LONG DRYWALL SCREWS COMPLYING /r~ I\. MOISTURE BARRIER. WITH ASTM C 1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C l'r'PICAL r- 1'- USP LTPA @ 48" O/C (l'r'P.) r- r- 1/2" DIA. BOLT @ 24" O.C. r- MINIMUM 6" FROM PLATE SPLICES W/ 3/16" X 2" DIA. PLATE WASHER END ""it" CEILING _ RIDGE ..7 IX ~ :.) :J: ~ IL I BRACING ~QUI~MENT5 EXT. WALL CONN. IGl) ~ NON - LOAD BEARING LOCATfON ( D , REfER TO DETAil A/51 FOR MORE INFO. SCALE: .3/4' = 1'-0' ~ D .... ... 0 - - o I ::> en co . <D ..... ~- a~ 3a CI . - ct) D <D :n 0 - - >- > -l <D - "0 ~N .L. - I ...J ..u~ -l I ~O- z::::r: :n "0 ,.... < ('Q ~g - 0- - I :J: ..... <- z:: <D Z - ..u 3a ..J <D - ::r: .- :D :D CD :\l CD = ~ - ..... :n <D - ..., :n c ~CJII g-;; -l <D ;gO - ..g" LATERAL CAPACITY (157 PLF) (V=45~ -65~ STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6" SPACING ~L" BRACE ''L'' BRACE ~L" BRACE "L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" ~CISSOR GABLE - (1) t'xs" #2 S.P.F. @ EACH VERTICAL AND (2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" a/c. D SAMUEL A. GREENBERG, FE. i34245 D T~UY ~. ~UYNH, P.E. ~g122 D IRWIN J. BENSON, F.E. .4~158 D All ABBAS ~AKIM, FE. tS~18~ REfER TO DETAil A/51 FOR MORE INFO. .t-.. AL T. EXT. WALL CONN. 1V ~ NON - LOAD BEARING LOCATION{ E , N.T.S. ~ r D E DAN5CO ENGINEE'~ING, FA. P.o. BOX ~ - APOLLO eEACl-I - PL.ORIDA - 33&12 R-IONE - (813) 645 <D166 FAX - (813) 645 ca6~ e6 "u:.IAIo r(\ 'THESE DRAI'o1NGS AND DESIGNS ARE 1HE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND 1HE ....., IV ~ CUENT ON 'THIS PROJECT ANY REPRODUCnON OR UNAU1HORlZED use: IS PROHIBITED. - 2003 "" " I GABLE END DETAIL AT ~IP VAULT ~ SCALE: N.T.S. ~ F 55 v ffi CREATED 01-02-02 120 MPH 3 SEC. GUST - --=- TO TI-IE 6E5T OF Tl-lE ENUINEER'5 KNOWLED6E AND BELIEF, Tl-IE STRUCTURAL PLAN5 AND eFEClFICATION5 COMFL Y WITH Tl-lE FLORIDA 6UILDING CODE, eECTION 1~0~ FOR 120 MPH 3 SECOND OOOT, EXPOOURE '6' WIND ZONE (2001 EDITION). Tl-l15 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-l5 AFTER Tl-lE DATE IT 15 51GNED AND eEALED. 51GNED AND eEALED FOR Tl-lE 5TRUCTURAL PORTION OF Tl-l15 DRAI..LlING ONLY. eeAL """ LENNAR ~OMee \ SCALE NOTED DRAUN BV. DATE 112/(1)2 T~A OIYI61~ N: IBLOCKS/STD 2001 FRAMING CONNECT lONe ~ EXT. WALLe "- \.. DE Joe NO. PM - &021 65 ..I SEE STRUCllJRAL NOTES AND NAIUNG SCHEDULE I FOR SHEAll-iING DETAIL ~ t lr),.. 00 ~ I 11."- II / TOP CORD BLOCKING FOR FIRST FOUR ROWS J OF TRUSSES 0 EDGES.~OF~SHEA ll-lING TY'PICAL 2x4 CROSS BRACE I @ 48" O.C @ EACH JOINT W/(2) 10dx3" " / TOENAIL W/ (2) 16d NAILS r2x4 OUll.OOKER <<>> 24" O.C. _ -F. IX! ~~....SIMPSON H10 OR EOUAL I @ EA. OUll.OOKER I I ~4" MAX. . I "L" BRACE TO EXTEND AT LEAST ~ I L--- 90% OF WEB LENGll-i (SEE TABLE ON SHEET S3)1: 1- ATTACHED W/ 10d NAILS @ 4" O.C. 1 I ~VERl1CAL WEBS 0 GABLE END ~~~ ~~E~IR~~~~~NO~ ~F 4~~DO'~ALL ~. _ n :,-'/ ~:;l:~~~~/~~ 7/~" OO~ O.C FROM EA. END TYP. BOTTOM CORD EDGES AND 12. O.C. FlElD ATTACHED,W/ (2))~d TOENAILS 1\ I V(2) 16d, ONE ON EACH SIDE OF., BLOCKING 100 1_- 1 I I. 'I 'I I Al ,,-:~V~DBL. 2X4 HEADER 2x4 ..,.... ON TOP OF PANEL J SIMPSON HH~O../ It: ~I: SIMPSON DTC@16"O.C.W/(2)8d BLOCKING, F..ASTEN.. WITH OR EQUAL l TO BOTTOM OF GABLE & (4) 8d INTO 10dx3 @ 4 O/C SIMPSON SP2 V I 2 6 SILL PLATE OR EQUAL L . x ~ ~I . 2X4 W/ (4) 10d i-" r:;J '- - li1~T EACH END / rr=lk~ '--C.J. SlUCON 1/4" GAP II ~ KNOCK-OUT BLOCK W/ (1) #5 CONT. (1) SIMPSON H3 2x6 P.T. SILL PLATE ---- 2X4 SPF FR~ME WALL .J. I I W/ 1/2" DIA. BOLT @ 4a" SllJDS @ 16 O.C. . I O.C. & 6" FROM PLATE MAX. _ H SPUCES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/16"' - , I , x 2" WASHER x2 1/4-" TAPCONS 0 12" O.C. (MAX.) r. r (1) ROW 2X BLOCKING 0 ~ 11 J MID-HEIGHT FOR WALL If I HEIGHT < a' -6" AND (2) ---1 ~ =f a ROWS 01/3 PTS. FOR V 2X4 P.T. W/ 1/2"~ "J" ill WALL HEIGHTS > a' -6" 11 I BOLTS @ 24" O.C. SIMPSON SP1 ff =i OR EQUAL .~ II i SEE SEC110N A/S1 FOR TYPICAL SEE SECllON A/S1 ,Ll t2= FOUNDAllON AND BLOCK WALL FOR SLAB DETS. '\ . II I DETAILS . \ I I 4== = ~ ih--. ~%~ ~~ ~~~ ~~~ .~ ~~'< ///~~ ~ ~0 "/~,, /'- , ,)) . v ;y~ /~~~~~Y' '''Y);y):Y)0/' SEE STRUCllJRAL NOTES AND NAIUNG \ SCHEDULE FOR SHEATHING DETAIL , ~ 00 J 1_--11,,". II TOP CORD BLOCKING FOR FIRST FOUR ROWS J or lRUSSES 0 EOGES~NG lWlCAL 2x4 CROSS BRACE @ 48" O.C 0 EACH JOINT " W/(2) 10dx3" /TOENAIL w/ (2) 16d NAILS r2x4 OUll.OOKER 0 24" O.C. -~ 00 )15':i: J : \SIMPSOr- H10 OR EQUAL 1 C EA. C(,jTLOOKER 24" MAX. SEE STRUCTURAL NOTES AND NAIUNG SCHEDULE I FOR SHEATHING DETAIL ~ t lt~ 00 , TOP ~ORD 1~~OCk~ FOR FIRST ~~R ROWS -.I OF TRUSSES 0 EDGESZ ~EA~ING TY'PICAL 2x4 CROSS BRACE '" "JI @ 48" O.C @ EACH JOINT '" W/(2) 10dx3" / TOENAIL W/ (2) 16d NAILS / r 2x4 OUTLOOKER @ 24" O.C. 00 _ -f.' ~ - ~~ 11)1: 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN 'MTH 10dx3" @ 4" o/e I I\. SIMPSOt-. H10 OR EQUAL I @ EA. C Ull.OOKER I ~4" MAX. I "L" BRACE TO EXTEND AT LEAST X I ~ 90% OF WEB LENGll-i (SEE TABLE ON SHEET t 1- S3) ATTACHED W/ 10d NAILS @ 4" O.C. ~ I I .--VERllCAL WEBS @ GABLE END ~ ~~ ARE @ 16" O.C. ~ ~ II ~ k{l:1l11N~X A~~~i'oO~/~~d 7~~" OO~"B O,C. EDGES AND 12" O.C. FIElD J ~2) 16d. ONE ON EACH SIDE OF ., BLOCKING r l---' ",-r.t L.---DBL 2X4 HEADER L--- ~ 1 SIMPSON H10 _____ : ~ : : OR EQUAL SIMPSON SP2---- _ V I OR EQUAL I~ I 2X4 W/ (4) 10d I AT EACH END IL- 1.--;- . 2x6 P.T. SILL PLATE - Q ~ C.J. SIUCON 1/4" GAP W/ 1/2" D1A. BOLT @ 48" O.C. & 6" FROM ~LATE / iii KNOCK-OUT BLOCK W/ (1) #5 CONT. SPU"CES W/ 3/16 2X4 SPF FRAME WALL.../" .~II I x 2 WASHER SllJDS 0 16"'~'C. ~ ~ CONC. UNTEL W/ (1) #5 CONT. MAX. l2) SIMPSON SP2 I JI '---- OR EQUAL '/ I DBl. 2X8 w/ 1/2. PLYWD. FlITCH PL. W/ SIMPSON LSTA1B I L . (OR EQUAL) W/ (7) 8d NAILS INTO SllJDS AND (7) 8d ^ INTO DBl. 2XB ON EACH SIDE OF 'MNDOW AV 2X4 P.T. SPACER I V I I 'I 1 )1 I l---~l ~ I .----"L" BRACE TO EXTEND AT LEAST ~ ~ 90% OF WEB LENGTH (SEE TABLE ON SHEET r.: S3) ATTACHED W/ 10d NAILS @ 4" O.C. _ : ~'1~l~~6~~~C.@ GABLE END ~ 1/2" COX PLYWOOD OR 7/16" OSB I ~ SHEAll-lING ATTACHED wi 10d NAlLS 06" O.C. EDGES AND 12. O. C. flEW I, .......<2) 16d, ONE ON EACH SIDE OF ., BLOCKING I ~2) 16d t:-- DBl. 2X4 HEADER I : ~ 2x4 PANEL BLOCKING @ 48" O.C. FOR ll-iE FIRST a'-o" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2))6;d TOF~AILS 1\ I ~ / I _ - 1 IIX! I. 'I )1 2x4 PANEL BLOCKING 0 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED w/ (2) 16-d TOENAI~~ 1\ , '/ / 1\ I ~ / 1_- 1 I I' ~ - ~ I 2x4 ", ON TOP OF PANEL BLOCKING, FASTEN 'MTH 10dx3" @ 4" O/C I rogo>I - SIMPSON H10 - OR EQUAL SIMPSON SP2 v 1 OR EQUAL / 1 SIMPSON DTC 016" O.C. W/(2) 8d _I ./ TO BOTTOM OF GABLE & (4) 8d INTO 2X4 Wi (4) 10d : :.......... 2x6 SILL PLATE AT EACH END 1; ::r .,. -, ,_. -,- ------- ~ ~c.J. SIUCON 1/4" GAP 2x6 P.T. SILL PLATE -------/ ./ IT 0 / ( ) C W/ 1/2" DIA BOLT.... 48" W KN CK-OUT BLOCK W 1 #5 ONT. . '" 2X4 SPF FRAME~ALL O.C. & 6" FROM PLATE STUDS @ 16" O.C. '. ~ONC. LINTEL W/ (1) .w:.. CONT SPLICES W/ 3/16" MAX. ~ ',/ - 1t"'. " l2) x 2 WASHER SIMPSON SP2 OR EQUAL 1 I MANUFACllJRED 'MNDOW W/ DBL 2X8 W/ 1/2" PL YWD. FLITCH PL. W/ SIMPSON LSTA18 I ~. FRAME. SEE DET. B/S2 FOR (OR EQUAL) W/ (7) 8d NAILS INTO SllJDS AND (7) 8d .LJ\ HEADER & SILL DETAILS INTO DBL. 2XB ON EACH SIDE OF WINDOW -1\C- 2X4 P.T. SPACER1,V-- j I I I I I I I II I] I I II I . MASONRY WALL (DESIGNED I II I AS CANllLEVERED) 1 II II I .___RE-BAR BEYOND - SEE FILL CELL I II-+---- ON PLAN I III I 1 I 2X4 P.T. w/ 1/2"~ "J" : : ::~ : / BOLTS @ 24" O.C. 1 1 : II J SEE SECllON A/S1 FOR TYPICAL 1 I II :LFOUNOA110N AND BLOCK WALL SEE SEC110N A/S1 I J.1i I DETAILS FOR SLAB DETS.\ LJ III I 4== = ~ I I~ ~~~ ~ .~~~ "<,,~~> ~ S)>~~ /Y/(~ / \ V~ ,,/~~ /F/)//~~'\ '<<<<<<<<<<<~" //).>>>)//'- / ~ SIMPSON DTC 0l6wO.C. W/(2) ad TO BOTTOM OF GABLE & (4) 8d INTO 2 x 6 SILL PLATE ~~ .II) 1: ~~ 11) MANUFACllJRED WINDOW w/ FRAME. SEE DET. B/S2 FOR HEADER & SILL DETAILS 2X4 SPF FRAME WALL SllJDS ON EACH SIDE OF 'MNDOW OPENING (DBL. 2X4 EA. SIDE FOR 'MNDOWS WIDER THAN 36") CONC. SILL X <t 1: - ~ I ~ 2X4 SPF FRAME WALL SllJDS ON EACH SIDE OF WINDOW OPENING (DBL. 2X4 EA. SIDE FOR 'MNDOWS 'MDER THAN 36") CON C. SI LL X ~ r: - ~ , N MASONRY WALL (DESIGNED AS CANllLEVERED) X <t r.: - ~ I SEE TYPICAL GABLE END BALLOON FRAME DETAIL FOR FRAMING DET- AILS BEYOND WINDOW (SEC. A/S6) 2X4 TOP PL. ,/ II I ./ .iLl . MASONRY WALL (DESIGNED 2X4 P.T. SPACER ../ TIT AS CANllLEVERED) L/ ULl, -- RE-~t:N BEYOND - SEE FILL CELL 2X4 SPF FRAME WALL rrHlTi:P--- ON SllJDS @ 24" O.C. MAX. 2X4 P.T. SPACER~ LLL 2X4 P.T. W/ 1/2w~ "J"~ nhTl BOLTS @ 24" O.C. ~ SEE SECllON A/S1 FOR TYPICAL t2= FOUNDAllON AND BLOCK WAll SEE SECllON A/S1 l'\." DETAILS FOR SLAB DETS. 1 I" I II I 4=== ~ I I-- ~V,,"'~~'\~ ~~ I ~~~\: ~~>>} ~ ~~ "<,,~~)\ ~ S)>~~ /Y/(~ / \ ~~ "/~,, /))/))/))%~'\ '<<<<<<<<<<<~" //).)//>)//'- / ~ T1FICAL ALTERNATE BALLOON FRAME 'Ca) GABLE END NOT TO 5CALE fA\ \!:V - ALTERNATE BALLOON FRAME 'Ca) GABLE END OVER WINDOW, B \. NIa+E WALL DEeroo NOT TO ecALE '6~ I AL TERNATE BALLOON FRAME 'Ca) GABLE END OVER WINDOW FLue~ WALL DEelGN NOT TO eCALE ~\ \!:V THiS DESIGN IS FOR A MASONR"'r HOME WITH A GABLE ENDUJALL ADJACENT TO A CATHEDRAL CEILING. THE DESIGN CALLS FOR A TRANSITION FROM MASONR"( TO WOOD CONSTRUCTION AT A BOND BEAM THAT HAS BEEN DES!GNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, INCLUDING THE SPECIAL WIND PROViSIONS GIVEN IN SECTION 2111. THiS DESIGN IS FOR A MASONR"( HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THE DESIGN CALLS FOR A TRANSITION FROM MASONR"( TO WOOD CONSTRUCTION AT A BOND BEAM THAT HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. THIS DESIGN ts FOR A MASONR"( HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THE DESIGN CALLS FOR A TRANSITION FROM MASONR"( TO WOOD CONSTRUCTION AT A BOND BEAM THAT HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. i' THE GABLE END WALLS ARE STRUCTURALL"( CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAFHRAGM. THE GABLE END WALLS ARE STRUCTURALL"( CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAFHRAGM. THE GABLE END WALLS ARE STRUCTURALL"( CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAFHRAGM. D SAMUEL A. GREENBERG, F.E. ~424:; D T~UY ~. ~UYN~, F.E. ~(z)122 D IRWIN J. BENSON, F E. -4~1Se D All ABBAS l-1AKIM, FE. ~b1~ II I ~ ~ CREATED 05-22-02 TO TI-lE ee5T OF TI-lE ENGINEER'5 KNOU.t.EDGE AND eeLIEF, THE 5TRUCTURAL FL~5 AND 5PECIFICATION5 COMPL Y WIT~ TI-lE FLORIDA eur1..DING CODE, eeCTION 16~ FOR 12((') MF~ 3 eeCOND 6UeT, EXFoeuRE 'e" WIND lONE (2001 EDITION). T~15 DRAWING AND DE51GN 15 VALID FOR 12 MONTI4$ AFtER TI-4: DATE IT 15 51GNED AND 5EALED. 51GNED AND 5EALED FOR TI-lE 5TRUCTURAL FORTION OF T~15 DRAWING ONJ.. Y. , D E DAN5CO ENGINEERING, FA. P.o. eox 34lXD - APOLlO BEACH - FLORIDA - 33&12 PI-k:lNE - (813) 648 ~166 FAX - (et~) 64& <e6<a8 EB ..IafA\> t[\ MSE DAA'JINGS AND ll:SIGNS ARE THE JOINT PROPERTY [Jf' DANSCO ENGI1\URING. PA AND THE ....., IXtO" \SIClIENT ON THIS PRllJECT, ANY REPRODUCTION OR UNAUTHORIZED USE IS PR[}1JBITED. - 2003 "\ ) J 120 MF~ 3 5EC. GU6T 6li!AL. "\ 8CAJ..E NOTED DATE &/22/02 LENNAR ~OMEe TAMPA DIYl61a-l DRAU.N B.V. N:/BLOCKS/STD 2001 ~- ~ eALLOON FRAMING DET AILe \... DE Joe NO. PM - 5021 66 ~ MODEL: 110RW4 (25 GA. STEEL MODEL: 120RW4 (24 GA. STEEL SKI~~) SKIN) OPTIONAL DS8 GLASS OR 1/8" ACRYLIC LITES AVAllJIBLE (SEE SECTION B-B) 20 GA. MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM TOP, BOTTOM & CENTER). REV DATE 01 9/27/1999 02 12/01/1999 03 1/2000 DESCRIPTION ADD 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT JAMB ATTACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) r 2' TH,CK 3" TALL U-BAR 20 GA. GALV. STEEL 50 KSI MIN. r INSIDE SLlI)E BOLT LOCK OPTION (1) INTERMEDIATE STILE ATTACHED W/ TOG-L-LOC (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) D 3" r- 1-7/8" ~ T 25 GA. MIN, STEEL SKIN COATED WITH G-60 GALVANIZING, BAKED-ON PRIMER, AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"xl-5/8" WOOD lJIG SCREWS. rr 1 6 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET "'TI"'CHEO W/(3) #14x5/8' SHEET MET"'L SCREWS. . o I ro f- I " W I a:: o o o DOOR HEIGHT "L" 6 -6 70 7 -0 76 7 -6 82 8 -0 88 TRACK CONFIGURATION LOCK POSITION (BOTH SIDES) TWO POINT LOCKING f- I " W I a:: o o o 1 4 GA. GAL V STEEL END HINGE. EACH F "'STENED TO END STILES W/(4) #14x5/8' SHEET METAL SCREWS &: (4) 1/4.x3/4' SELF T,>,FPING SCREWS. f- I " W I " Z Z W ll. o "L" 2" GALV. STEEL TRACK, MiN. TRACK THICKNESS: .060" ONE 3" TALL x 20 GA. 50 KSI MIN. U-BAR PER DOOR SECTION. ,4. r 3' TALL x 20 GA. GALV. STEEL U-BAR. ONE U-BAA PER SECTION. EACH U-BAR ATIACHED WITH TWO 1/4.x3/4" SELF T"'PPING SCREWS PER STILE LOCATION. ~ :::;; END STILE rSLlDE BOLT I LOCK ENGAGES iNTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. NUAIR SINSLE HUNS HINDOH SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 DESIGN PRESSURE (PSF) DESIGN SUCTION (PSF) -00.0 -00.0 GARAGE SERVICE DOOR CALL S!ZE MANUF AC T1JRER SERi ES 1* LOCATION END STILE IA2SH (1/2 32SH) 22SH 32SH IA3 (112 33SH) 23SH 33SH IA4SH (112 34SH) 24SH 34SH IA5SH (1/2 35SH) 25SH 35SH IA6SH (1/2 36SH) 26SH 36SH 20205H 3020SH 40205H 2030SH 3030SH 4030SH 20405H 3040SH 4040SH 2050SH 30505H 4050SH 2060SH 3060SH 40605H <100 <100 <100 <100 C;OO C;OO C;OO <100 C;OO C;OO C;OO <100 <100 <100 <100 C;OO C;OO C;OO <100 <100 <100 <100 C;OO <100 <100 <100 <100 <100 C;OO <100 TYP 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). L I LOCATION OF OPTIONAL VENTS OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR 'JlDTH 9'0' #14x5/8" SHEET fAETAL SCREWS 13 GA. GALv. STEEL BOTIOM BRACKET. "'TI"'CHEO WITH TWO # 14x5/8' SHEET METAL SCREWS. .tI.QIE...J..; DOORS UP TO 7'-0. HiGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). "'LUMINUM EXTRVSION &: VINY1.. WEATHERS'TRIP. SECTION A-A (SIDE VIEW) '/4"d/4" SELF TAPPING SCREWS. 14 GA. END HINGES VIEW "s" 18 GA. INTERMEDIATE HiNGE VIEW "C" VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 PSI MIN. CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1 -1/4" O.D. MIN. WASHERS REQUIRED 20 GA. GAlV. STEEL '~~.=-;r 'Mrn TAPCONS. ,"CHORS MAY BE COUNTERSUN_ (BUT NOT REQUiRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ~ 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) # 14x5/8" SHEET METAL SCREWs. OUTSiDE KEYED HANDLE END STILE 2x6 YELLOW PINE JAMB STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) SECTION B-S MOLDED INSIDE UTE RETAINER SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INTER. STILE 12 GA. GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB.../ WITH ONE 5/16"x1 -5/8" lJIG SCREW PER TRACK BRACKET. HAN DLE OUTSIDE HANDLE 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET A WITH ONE 1/4 "x5/8" BOLT & NUT ~ OR TWO 1/4" DIA RiVETS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) #14x5/8" SHEET METAL SCREWS AND (4) 1!4"x3/4" SELF TAPPING SCREWS PER END HINGE. OUTSIDE KEYED LOCK LOCK BAR LOCKiNG SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C OUTSIDE KEYED LOCK SNAP lJITCH LOCK OPTION DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. REV. 03 PREPARATION OF JAMBS BY OTHERS. NOTE 2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPOfYSIBIU'f'( OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE NITH CURRENT BUiLDING CODES FOR 'HE LOADS LISTED ON THIS DRAWING. DES, BY MW'/I CHECKED BY MW'/I LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DRA YlNG Nll. 101979 DESCRIPTION SINGLE CAR MODEL 11 OR\'V4 & 120RW4 +25.0/-32.0 PSF DESIGN LOAD NOTES ASTM EI300 LIMITATIONS AS ~~~.~il"f~~,,~2~1 DATE SCPoLE 8/26/99 NOTED VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 1/2"x3" LAG SCREWS ON 24' CENTERS. 1-1/4" 00. MIN. WASHER REQUIRED. lJIG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A flUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. f.1AX. DOOR SiZE g'O'W X S'O"H Clopo)' ~d1"'l "'04_ _",n, ~, R191rt11 R...,-.,.,d, The Qn\1ngernentl depicte<l herein Q~ the sole property of th. Clcpoy Buildjr,g Productt Cqm~ny and moy not be ~p~ in an)" fom'l without ftt .ritt.en pormipion. CBPC (513) 381-4800 312 WALNUT STRErr,., SUITE 1500 CINCINNATI, OH 452v2 OM./on of ClOpa'( BvRdlng PnJduct. NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE TESTED PER ANSI/AMMA/N0iWDA 101 /IS2 MODEL' 110RW4 (25 GA STEEL SKIN] MODE (5) INTERMEDIATE STILES FOR 16' WIDE DOOR o GA M NED ST LES ATTACHED TO DOOR G-L-LOC SYSTEM R). '0 I OJ / - ~NI L: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TO AND URETHANE ADHESIVE (ALONG CENTER) (TOP. BOTTOM & CENTE r OPTiONAL SSB GlJISS OR 1/8'. ACRYLIC LITES AVAJlJIBLE (SEE SECTION B-B) ~ E3 G E3 E3 ~ F1 f F P 11 11 1 11 ~ - tr ~ ~ f= i - I-- ~/ - - ~ 1/\ II \ \ B c ( \ ( I C 'I - ------ C r- r-- VIEW f\ V\ I f\ V"J V , 01 0 0 0 0 0 VLO ~ X ~ (B TW ~I """ 1/\ "\ I \ \ 1/\ I 0 0 0 \ D 0 0 V L= V N \ I", "'- LOCATION OF A ~ OPTIONAL OUTSIDE KEYED LOCK POSITION 3" X 20 GA. U-BARS. U-BARS iN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BARS ON NEXT SECTION, ETC.) VIEW "B" "C" f- :r: " W I a:: o o o CK POSITION OTH SIDES) o POINT LOCKING x <>: :::;; I I I I I L OPTIONAL VENTS NOTE 1: DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). MAX. DOOR WIDTH = 16' -0" INSIDE ELEVATIONS ,4. VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 PSI MIN. CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 BLOCK) OR 24" CENTERS (2.000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OPTIONAL 10 SCREW TRANSFER LOAD. WINDOW LITE SECTION 8-S 2x6 YELLOW PINE JAMB c.. :c >. ..0 ~ CO <D "0 o - :::II -< 12 GA. GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB.../ WITH ONE 5/16"x 1 -5/8" lJIG SCREW PER TRACK BRACKET. r 2" THICK MOLDED INSIDE LITE RETAINER #8x3/4" PAN HEAD SCREW ( 1 0 SC REWS PER LITE) PREPARATION OF JAMBS BY OTHERS. 25 GA. MIN. STEEL SKIN COATED WITH G-40 MIN. GALVANIZING. BAKED-ON PRIMER, AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SNAP lJITCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. ~ o - 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT OR TWO 1/4" DIA RIVETS. & VERTICAL JAMB ATIACHMENT (WOOD FRAME BUILDINGS): 1/2"x3" lJIG SCREWS ON 18" CENTERS. 1-1/4" O.D. MIN. WASHER REQUIRED. lJIG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A flUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. END STILE en .... OUTSIDE KEYED ~ HANDLE 'M & SHIP 5! - CO <D Co) > <D "0 14 GA. GALV. STEEL END HiNGE. EACH FASTEN ED TO EN D STILES W/(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCREWS OUTSIDE KEYED LOCK SNAP lJITCH LOCK OPTION 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI END STILE SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION OUTSIDE HANDLE REV DATE 01 9/27/1999 02 12/01/1999 03 1/2000 DESCRIPTION CALL SIZE ADD 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT ADDED JAMB ATTACHMENT INFORMATION +15,0 +15.0 POOL BATH DOOR BREAKFAST TO LANAI DOOR EXTERIOR FRENCH DOOR CALL SIZE 2868 (2/8 X 6/8) 2468 (2/4 X 6/8) 2668 (2/6 X 6/8) 2668 (2/6 X 6/8) (2)2068 (4/0 X 0/8) (2)2668 ('5/0 X 6/8) (2)2868 (5/4 X 6/8) (2)3068 (6/0 X 618) FOR 8'-0" HI6H UNITS MAiN ENTRY DOOR +15,0 +15,0 +1'5.0 +1'5.0 -80.0 -00.0 -18.4 -80,0 MAIN ENTRY DOOR MAIN ENTRY DOOR MANUF AC T1JRER SER! ES 1* DESIGN PRf5SURE (PSF) DESIGN SU6T!ON (PSF) -BOD -80.0 2020HR 3020HR 4020HR 5020HR 6020HR 2030HR 3030HR 4030HR 5030HR 6030HR 2040HR 3040HR 4040HR 5040HR 6040HR 2050HR 3050HR 4050HR 5050HR 6050HR OH2 I OH3 OH2 I OH3 OH2 /OH3 OH2 I OH3 OH2 I OH3 OH2 I OH3 OH2 / OH3 OH2 / OH3 OH2 I 0H3 OH2 I 0H3 OH2 I OH3 OH2 I OH3 OH2 I OH3 OH2 / 0H3 OH2 / OH3 OH2 I OH3 OH2 / OH3 OH2 / OH3 OH2 I 0H3 OH2 / OH3 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) rr 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"xl-5/8" WOOD lJIG SCREWS. f- I l? W I a:: o o o TRACK CONFIGURATION DOOR HEIGHT "L" 6 -6" 70" 7 -0 76 7 -6 82 8 -0" 88" 5: Y' " W I " Z Z W ll. o 2" GALV. STEEL TRACK, MIN. TRACK THICKNESS: .060" TYP. 2-1/2'x12 GA GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED) #14x5/8" SHEET METAL SCREWS _.- - ...~.. - -. _...- _. ..~ -. -..-.--..- --_. .-....- HTED AREAS DENOTES ASTM EI300 LIMiTATIONS AS REQUIRED By=WBC"200 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "s" V:EW "C" +50.0 +50,0 NUAIR SLlDINS GLASS DOOR SCHEDULE TESTED PER ANSI/AMMA/N0iWDA 101 /IS2 CALL SIZE MANUFAC T1JRER SERi ES 1* DESIGN PRESSURE (PSF) DESIGN SU6TION (PSF) -64,6 -55,0 -31.1 -55,0 STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE 5068 S6D 6068 S6D 0068 S6D <1068 S6D 200 200 200 200 20 GA. GALV. STEEL I~ 7/16" I.D. ROUND PUS:~ 18 GA. GALV. STEEL CENTER HiNGE FASTENER (ONE PER ROLLER) FASTENED TO INTER, STILES W/(4) #14x5/8" SHEET METAL SCREWS. 14 GA. GALV, STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) #14x5!8" SHEET METAL SCREWS AND (4) 1!4"x3/4" SELF TAPPING SCREWS PER END HINGE. 2" DIA SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C END STILE l::!.QIL2.; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING, DESIGN LOADS: +24.0 PSF & -24.5 PSF TEST LOADS: +36.0 PSF & -37.0 PSF N - ....J ~ , a.. :c "0 ~ <G ~ Co) <G c.. . - - <D ,. <D ::z:: SECTION A-A (SIDE VIEW) INTER. STILE D 3" r- 1-7/8" ~ T 3" TALL X 20 GA. GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TI'IO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. 13 GA. GALV. STEEL BOTTOM BRACKET, ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRiP. OUTSIDE KEYED LOCK LOCK BAR LOCKING oS CD CO Clopey Bu;'din9 Pn>ducta Compony All Ri9hts R......ed, The arrangements depicted herein are the sole prope~ ~ t,t'.~r;~~% ~~il~~J f~~v;~sho~nf.on:ri~~~ ~%i~~ion. - <D "? C a "" <D C a.. :x: MAX. DOOR SIZE: 16'0"W X 8'OH DES, BY MWW REV. 03 DRA 'JING NO, 101980 CHECKED BY MWW DESCRIPTION DOUBLE CAR MODEL 110RW4 & 120RW4 +24/ -24.5 PSF DESIGN LOAD DATE SCALE NOTED 8/26/99 CEPC (513) 381-4800 312 WALNUT STREET6 SUITE 1600 CINCINNATI, OH 452 2 DM.lon of elopey BuildIng Produc" +30 +30 +30 +30 NOTE: IT is THE CONTRACTORS RESPONSIBILITY TO REVlEW ALL DRAWlNGS BEFORE CONSTRUCTiON BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWlNGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWlNGS MUST BE BROUGHT TO THE AmNTiON OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCTiON. 3068 (3/0 X 6/8) (2)2668 (5/0 X 6/8) (2)2868 (5/4 X 6/8) (2)3068 (610 X 6/8) (2)3080 (6/0 X 8/0) 3068 (3/0 X 6/8) (2)2068 (5/0 X 6/8) (2)2868 (5/4 X 6/8) (2)3068 (6/0 X 6/8) (2)3080 (6/0 X 8/0) 3068 (3/0 X 6/8) (2)2068 ('5/0 X 6/8) (2)2868 ('5/4 X 6/8) (2)3068 (6/0 X 6/8) (2)3080 (6/0 X 8/0) CALL SIZE 8 X 1 (OR 80100H) <1 X 1 (OR C;0100H) 16 X 1 (OR 160100H) T~ERMA- TRU DOORS EXTERIOR DOOR SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 RIO SIZE MANUFA6T1JRER DEsc.RiPTION DESI6N PRESSURE (PSF) +25.<1 34 1/2 X 82 1/2" 1*100 FLUSH STEEL 30 1/2 X 82 1/2" 32 1/2 X 82 1/2" 32 1/2 X 82 1/2" #118 ONE LITE STEEL FRENCH #li8 ONE LITE STEEL FRENCH #128 TEN LITE STEEL FRENCH +25.Cl +25.<1 +25.Cl +25.<1 +25,<1 +24.1 +24,1 +24.1 +24,1 51 1/4 X 82 1/2" 63 1/4 X 82 1/2" 61 1/4 X 82 1/2" 15 1/4 X 82 1/2" 1*108 15 LITE STEEL FRENCH #108 15 LITE STEEL FRENCH #108 15 LITE STEEL FRENCH #!08 15 LITE STEEL FRENCH (H) X Cl8 1/2" 38 1/2 X 82 1/2" 63 1/4 X 82 1/2" 61 1/4 X 82 1/2" 15 1/4 X 82 1/2" 15 1/4 X <18 1/2" 38 1/2 X 82 1/2" 63 1/4 X 82 1/2" 61 1/4 X 82 1/2" 15 1/4 X 82 1/2" 15 1/4 X <18 1/2" 38 1/2 X 82 1/2" 63 1/4 X 82 1/2" 61 1/4 X 82 1/2" 15 1/4 X 82 1/2" 15 1/4 X <18 1/2" +25.Cl +24.1 +24.1 +24,1 +24.1 #208 STEEL 8 PANEL #FC-60 6 PANEL FIBERCLASSIC +25.<1 +24.1 +24.1 +24.1 +24,1 +25.<1 +24.1 +24.1 +24.1 +24.1 #FC-60 6 PANEL FIBERCLASSIC OR #F6-2000 I liTE FRENCH FIBERCLASSIC ( OJSTOMER CHOICE) BANCO OVERHEAD DOORS, INC. GARAGE DOOR SCHEDULE TESTED PER A.NSI/AMMA/NHHDA 101 /IS2 TEST LOADS PRESSURE (PSF) TEST LOADS SUCTION (PSF) -48.0 -48.0 -31.0 DESIGN LOADS PRESSURE (PSF) DESIGN LOADS SUCTION (PSF) -32,0 -32.0 +31.5 +31.5 +36,0 +25.0 +25,0 +24.0 -24.5 EXTERIOR HINDOHS AND DOOR NOTES 1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED TESTING ENTI1Y. FBC 1707.4.2.1 2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. FBC 1707.4.4.1 3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS LESS THAN 1- 1/2" SHALL BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. FBC 1707.4.4.2 4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB INTO THE WOOD BUCK, FBC 1707.4.4.2 5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE INTERIOR LIP OF THE WINDOW. FBC 1707.4.4.2 6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. FBC 1707.4.5.1-1707.4.5.4 DESI6N SUCTION (PSF) -34.1 -34.1 -34.1 -34.1 -34.1 -34.1 -32.4 -32.4 -32.4 -32.4 -34.1 -32.4 -32.4 -32.4 -32.4 -34.1 -32.4 -32.4 -32.4 -32.4 -34.1 -32.4 -32.4 -32.4 -32.4 il D E ~~~~~~. P.o. eox 34fW - APOLLO eEACf.1 - FLORIDA - 33512 ~ .. (&13) 64& 0166 FAX .. (&13) 64& ~~ e6 4&10 0111ESE DRA\'I1NGS AND DESIGNS ARE 111E JOINT PROf'ERfY OF DANSCO ENGINEERING, PA AND 111E '0'CUENT ON 1111S PRO.fCT. ANY REPROOIJCT10N OR UNAUTI10RIZID USE IS PROHIBITED - 2003 & CREATED 01-02-02 3 120 SEC. MPH GUST LENNAR J-iOMi:S 6CAJ..E NOTED DATE 112/02 TAMPA DIVl61CN DAAU.N 6.V. N:/BLOCKS/STD 2001 DOOR 4 WINDOW T A6LES DE J06 NO. PM - 5021 6DWI A HEADER A .'QQ ,..<.J <. .<1 I . .'.~ EXltRIO: '7/a,'~ I~IOR , u.A Jl'f!ERIOR , ~ PRESSURE TREATED -r '::-1. -.:: I "', ~'" ~C~~:) (MIN. 24' < . . ~ r7 ----../. r-- SHIM AS NEEDED >. ........L WINDOW '. , 11I'1 fASTENER . <:1 I FlLL INITR'OR VOID WITH -q " -'" I.4INIMAL EXPANDING FOAM <I ^ ..:,~ . - IF PER COOE - - v-'-ooiRIOR - --Pv- _ ~ JAMBS 9~(-r4 ~l ._ A rn- t. f---- . f---- . ~ . (..~: .' . . <1 P~E:'CAST4 > '" a^ CONCRETE SILL <; V If NECESSARY. USE SHIMS WHEN INSTALLiNG TO KEEP PLUMB & LEVEL ."."'- .lrn- . r ') F::: ~.. ~ . . . fuT, POuRrtl > . . a ^ CONCRETE SIu.. <; V NO FASTENERS 11-!ROUGH SILL . SEALANT BEAD SILL HEADER I <?:<1!J . .~ " ~ EXltRIO: ~ ~ ~. I~IOR J\ .I~IOR , ~ PRESSURE TREATED, . v. "', ~UCKSTRIP (MIN. 2$ '. FI<I --- I AS SHOWN) <~. . ~.<:1 l} SHIM AS NEEDED . . ~~ . . : , IIil FASTENER :.. . : <:1 l FlLL INITRIOR VOID WITH '<l ' '. i. MINIMAL EXPANDING FOAM ~\v..:."I. - IF PER CODE - EXltRIOR - --Pv- - -^v- JAMBS /r lr ~ If NECESSARY, USE SHIMS WHEN INSTAWNG TO KEEP PLUMB &: LEVEL / ~ F~ERS t IT I '"~"~t~~ .~rJ7~~ > . . . fu., POU~? <;' . a^ CONCRETE SILL l Y II L..Il ~ '4 <" . (..------- ~,':'.......:,'.:.: <J '</ 4 . . P~E-CAST ,<> a CONCRETE SILL Y . SEAlANT BEAD SILL I INSTALLATIDN DETAILS FDR FIN WINDOWS IN WINDZONES DF ISOMPH DR LESS (DET AlL B) Installation fasteners for wmdows should be a minimum It" nail or 1*" wood screws, with an embedment of at least 1". Fasteners should be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O.C. for nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary, Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed. Ifit is installed after the window, it should be tucked under the sill Ifusin,g 1," thick or greater wood buckstrips (not shown): flashing and overlap the jambs and head flashing. Window installation fasteners should be a minimum #8 X I" ~ ,~W" [j]AMCRJCAN ARCI{JTECTLRAL wood screws, installed through the window into the buckstrip, ,,~i::"~~':FS Window may be shimmed as necessary, provided a minimum ""MBEIl I ne wmoow deplcteo In this drawmg "lllte".<le<l or use on typICal constructIOn. It IS ~ e re>1"lnsibility of oth"" to oeterrnme if It IS appbcable. Additional ftasrung, vapoe barrien, ele, may be ,pecifieJ by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (RJO DP) wind load "quirements (pee AAMA 101); please check local building code. for exact requirements, Above details shown for Single Hung window. For instal1ation of Awning, Horizontal Roller, or Picture/Designer windows use the same specifications as shown above faT the Single Hung, provided that an orc'Dunched frame installacon holes are utilized and with the above mentioned screw size tvoe and soacin2. II~ST ALLA TIDN DETAILS FDR FLA..-':GE WI'I'DOWS IN \Vlt\DZDNES DF 150MPH DR LESS (DET AlL A) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. Ifusing i" thick wood buckstrips: Installation fasteners should be a minimwn ~" X 2t" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimwn screw embedment of 1*" is maintained in the masonry. Fasteners should be located a maximwn of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window, The actual size of the buckstrips should be no less than i" X 2k". ~ '~WR [I]^,VlBRlCAN j NtCH\TECT'LKAl. MA.....\;f ACTLRt::S ASSOC1A ;'10N . l.lE.\1BER Tampa, FL -(800) 282-6627-www.NuAir.com The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. _~~OR '~. . <I..,F77i'l.n. ~I" .<:1 :.;., . -~t<IOR I HEADER i:<J!J I. .~' ~ .~v,. I EXltRIOR INTERIOR · PRESSURE TREATED # ~UCKSTRIP (MIN. 24' AS SHOWN) J. SHIM AS NEEDED , ~ WINDOW ~ I 1,\ FASTENER l < ~ !/ I FlLL INITRIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE JAM BS 1\1 NO FASTENERS ;., 11-!ROUGH 1 ~~ I S,LL ~. r . /I~ltLSHED ,.-. rf\ (..~~~~~~~~ ~'I' -- . 4 . . <1 ~ ~ ~. ~ '. . . . PRE-CAST .? '.. r....., POU"c.:.? '. a^ CONCRETE SILL 1 '. a^ CONCRETE SILL l V V \f' IF NECESSARY. USE SHIMS WHEN INSTAWNG TO KEEP PLUMB & LEVEL ~ . SEAlANT BEAD SILL ~ '~WR [l]AMH<!CAN AACHCECTiiRA.:.. j '. MM1.J~ACT'...;R~S . ASSQCiA T!O~ . M:l:..\4Ut:~ Tampa. FL -(800) 282.6627-www.NuAir.com The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county, All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AA\fA 10 I); please check local building codes for exact requirements, Fl..EXIBlE PLYWOOD SERIES FtASHING~ HEADER SHEA11-!INC OH2J3 HR WEA11-!ER ~ WINDOW R~~- ~lI. "/ V/:8lj----fASTENER ,,=-~.k;~1.> =. RIGID FlASHING J · · ~ DRYWALL (oPT" BY 011-!ERS) ~ ~['- ~ '<-J c.. J7l <'\".. > --~ !In_Q,. ~ < ~ .!-~~I;~ '\ BARRIER Fl..EXIBlf FlASHING EXltRIOR IBlE ~ FlASHING ER J ~ JAMBS R~E'f~ANT~ · FlLL INITRIOR VO,D WITH MINIMAL EXPANDING FOAM - IF PER CODE ^ ~w- IF NECESSt\RY, USE SHIMS WHEN INSTAWNG TO KEEP PLUMB & LEVEL FlNISHED SILL BARRIER ~ "'" ~Jg~-)~~: - SILL . ~ .- J:...-. ~~ WINDOW ~I "-- FAS'Tt}/ER . SEAUINT BEAD OSEALANT BEAD IF FlASHING IS NOT ADHESIVE I INSTALLATION DETAILS FOR NON-IMPACT, FIN, HORlZ. ROL. I LER WINDOWS IN WINDZO:-.iES OF ISOMPH OR LESS (ptll' FBC 2001) Window Installation I Installation fasteners for windows should be a minimum 11", 4d naIl or 6 x 11" drywall screw, with an embedment of at least 11", Fasteners should be located at a maximum of4" from each corner and 18" D.c' for screws and 9" D.C. for nails. It is recommended that all screws or naIls be sealed to prevent infiltration of air and water, Product may be shinuned as necessary. Weatherprooting: Flexible t1ashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the t1exible t1ashing at the header. The application of the weather resistant barrier will vary based on when it is installed. If it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. ~ '~WR [j]'~~CI{JCA' ARCHI,ECH, R~>L .. M......\'UFACTlll.2S ASSOCIA nON . .~E.\1ijE.R Tampa, FL e(800) 282-6627-www.NuAir.com The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to detennine if it is applicable, Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimwn of I 10 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. Fl..EXIBLE H EADER PLYWOOD FtASHING~ ,'. tiHEA11-!ING WEA11-!ER ~ RESISTANT- f---...-... v I I "/ ~ ~ f A ____~INDOW BARRIER I ~i I "~J~ fASTENER "=-SJJ~~; ~\;,.~~7,~S RIGID FlASHING ~" "- DRYWAlL (OPT.. BY 011-!ERS) " .l\ INITRIOR ~ .~:~ . :<~-~:. ~ ~."'" i-..... I "'" '\ · WEA11-!ER Fl..EXIBlE 1. ~RESISTANT FlASHING _ BARRIER . ' , EXl'ERIOR ,BLE WEA11-!ER I Ii FlASHING RESISTANT--- ~r ~ . ';;;-0~~ ~ I ~ N ;( WINDOW _ ^' L"--FASTENER SILL screw embedment ofi" is maintained in the buckstrip, Window fasteners should be located a maximum of 4" from each corner and maximum of 18" D.C. It is recolTunended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than I~" X 2 k". Buckstrips should be installed using minimum r15" X 2*" masonry screws, to maintain 1*" embedment, and be 18" D.C. B JAMBS ----../ ~ FlLL INTERIOR VOID WITH MINIMAL EXPANOING FOAM - IF PER CODE I t - --Pv- IF NECESSARY, USE SHIMS ~ WHEN INSTAWNG TO KEEP PLUMB &: LEVEL ~ 9 FlNISHED SILL . SEALANT BEAD OSEAUINT BEAD IF FLASHING IS NOT ADHESIVE PL\'WOQD SERlES 900 I I~STALLATION DETAILS FOR NON-IMPACT, FIN, SINGLE I SHEA11-!ING & 950 SH HUNG Wl;o.;DOWS IN WINDZONES OF 150MPH OR LESS (per mc 2001) ~~?~~EADER WEA11-!ER ^ RESISTANT- --........ v I}......../ '/' a f. .....-~INDOW BARRIER . ~ I /Jf.J.h~ FASTENER ~~~- ::::::;J.~~ .~::.~~~> ~E . ~.. '.e . "I HEADER RIGID FlASHING J " '-- DRYWALL (OPT.. BY 011-!ERS) " - m ;W:IOR ~ 'Y::I!. -- I :.~ Z 1 < --~ ~~--Q- ,.., I / ~ . ..... WEA11-!ER I fl..EXIBLE ~l _~rr RESISTANT FlASHING · BARRIER EXltRIOR IBLE WEA'THER I r FlASHING RESISTANT--- ~r FlU INTERIOR VOID WfTH MINIMAL EXPANDING FOAM - IF PER CODE r-^v- IF NECESSt\RY. USE SHIMS ~ WHEN r INSTAWNG TO KEEP PLUMB & LEVEL FlNISHED SILL . ~ :- J:...-. ~~ WINDOW ~L "-- FAS'Tt}/ER JAM BS BARRIER ~ ~ ~Jg~- ~~ ~~ - ^ ~ SILL . SEAU.NT BEAD OSEAlJINT BEAD IF FLASHING IS NOT ADHESIVE Window Installation: Installation fasteners for windows should be a minimum 11", 4d nail or 6 x I~" drywall screw, with an embedment of at least 11". Fasteners should be located at a maximum of 4" from each comer and 18" D.C. for screws and 9" D.C. for nails, It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary, W eatherproofin,g: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed. Ifit is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. ~ '~WR [j]"-~ERlCAN j A. RCHJ'T"Ecn.KAl. MA..\lL;t'Acn.:RE8 ASSOCIA nON \A.2MBER Tampa, FL-(800) 282.6627hww.NuAir.com The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc, may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. Fl..EXIBlE FlASHING PLYWOOD I SERlES 1/ SHEA11-!ING 1A02J3 A TW ~' ./ WINDOW /// y--fASTENER ~: WOOD ..... ,..:. ... '.' ". I.' I "'--FRAME \;.: ~,:, ~.:,.<.,.: '1". HEADER · ~ DRYWALL HEADER WEA11-!ER - RESISTANT- ~ Y1."/ BARRIER I ---........ I . .k: ~Jg~-I--- I il; RIGID FlASHINGJI · (OPT" BY 011-!ERS) _~ INTER'2,R ~ ",~'i}~ t:::=/ ~.1 BARRIER .~:~. . -- < f" .1~J --"'-_u__C .. ~ <' \f' "\- ~ . Fl..EXIBlE ./'" LJ.. ~~IBlE FlASHING 1 FlASHING ~ EXltRIOR WEA11-!ER RESISTAN! ~ -....:: . JAMBS BARRIER ~~ . _-:-z ~~~. "-.."~~ I > N~~=~ -V SILL ,,' ~~ ..JV FlLL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSt\RY, USE SHIMS WHEN INSTAWNG TO KEEP PLUMB & LEVEL FlNISHED SILL . SEAU.NT BEAD o SEAUINT BEAD IF FLASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR NON-IMPACT, FIN. A~ING WI1<-lJOWS L'I Wl;\DZONES OF 150MPH OR LESS (per FBC 2001) I Window Installation: Installation fasteners for windows should be a minimum 11", 4d nail or 6 x 11" drywall screw, with an embedment of at least 11". Fasteners should be located at a maximum of 4" from each corner and 18" O,C. for screws and 9" O,C. for nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. \V eatherproofin,g: Flexible flashing should be installed in a weatherboard fashion, The top layer should overlay any layer beneath it The weather resistant barrier should then cover the flexible Hashing at the header. The application of the weather resistant barrier will vary based on when it is installed, If it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. ~ '~WR [j]^,Yfr;RlCAN j ARCHlTECn. "lAC MANI..W AC!'1..'RES ASSOCLA T10N . MBMBU Tampa, FL-(800) 282-6627-www.NuAircom The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc, may be specified by the project architect Wind and design pressures vary within each state and county, All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements, Fl..EXIBlE HEADER PLYWOOD SERlES 900 I FlASHING SHEA11-!ING PW & DPW WEA11-!ER - WINDOW R~~- ~(-......../ ~ /J___fASTENER ~~~-'-......J.~:.~::.~'~~ ~E ~ '''''. .,:<. HEADER /. u .. " I RIGID fLASHING ---""'" "- I ,1 L "-.:. DRYWALL (OPT.. BY 011-!ERS) ~:':t ~, .;;., INITRIOR ~D~. .~...\ FlLL INTERIOR VOID WfTH MINIMAL EXPANDING FOAM - IF PER COOE IF NECESSARY. USE SHIMS WHEN INSTAWNG TO KEEP PLUMB & LEVEL I < __~ _~__Q_ I ~"" I. "'::Tri:( Fl..EXIBlE '\>--~~er FlASHING / J ~ EXltRIOR Fl..EXIBLE WEA11-!ER I FlASHING R~~___ ~~.~' "~~ EXltRIO~_ ~ ' . ~ FACADE '1 "-. ; ~ :-'IINDOW _ --.f 'i L"-- fASTENER SILL FlNISHED SILL JAMBS . SEAlANT BEAD o SEAUINT BEAD IF FLASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR NO:-.i-lMPACT, FIN, FIXED WIJ\'DOWS IN W1J\'DZONES OF ISOMPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum 11", 4d nail or 6 x 11" drywall screw, with an embedment of at least 11". Fasteners should be located at a maximum of 4" from each corner and 18" D,C. for screws and 9" O.C for nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and water, Product may be shimmed as necessary. Weatherprooting: flexible Hashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed. If it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. ~ '~WR [j]"Y\l:RlCA.' j A.!KH1TECi'tRAl. ,1,iAX\jFACT\..RUi ,4,SSQCIA TlQ\'<;' ~iEMB.ER Tampa, FL-(800) 282-6627-www.NuAir.com The window depicted in this drawing is intended for use on typical construction. [t is the responsibility of others to detennine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county, All products manufactured by NuAir lnc, meet a minimum of 110 mph (RJO DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. SERlES OH2J3 HR ~~.I 1-;~~ ~ EXltRIOR ~ I~'OR · PRESSURE TREATED :zC~KSTRIP (MIN. 2$' AS SHOWN) SHIM AS NEEDED WINDOW FASTENER I.-J\ ~OR I..'V" ._ <:. ':,<:1 V'i4,,, ~ Vl >.;~ " -q ~ , .1\ ..:,~ · 1-- vi5m:RIOR JAM BS ~ . "" "'J ^ FlLL I~IOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE i.J I ^~ll .0 -j ~^V _ FASTENERS 'THROUGH SILL IF NECESSt\RY, USE SHIMS WHEN INSTAWNG TO KEEP PLUMB & LEVEL J~ . R r--.: -~-.: . f.. -- - - ~4 (:'~':'....'..:...:,~ <>'" . ~ PR~:'CASTGI > 4^ CONCREJE SILL <; v r.D/aJ -~ . . . fuT. POURrtl . . 4^ CONCREJE SILi, { I v I SILL . SEAlJINT BEAD II INSTALLATION DETAILS FOR NON-IMPACT, FLANGE, I-10RlZ. ROL-I II LER WTI\DOWS IN Wl1\'DZONES OF lS0MPH OR LESS (per FBC 200 I) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening, A buckstrip is not necessary at the sill if it is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using j" thick wood buckstrips: Installation fasteners should be a minimum~" X 2*" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the masonry, fasteners should be located a maximum of 4" from each comer and maximum of 18" O.c, It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than *" X 2i". If using I," thick or greater wood bucks trips (not shown): Window installation fasteners should be a minimum #10 X 11" wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 1*" is maintained in the buckstrip, Window fasteners should be located a maximum of 4" from each corner and maximum of 18" O,C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than It" X 2*". Buckstrips should be installed using minimum r15" X 2*" masonry screws, to maintain 1*" embedment, and be 18" O.C. ~ '~WR [j]~.~~RAl j MANUf AC1,..JlU:.8 .a ASSOClA nON Tampa, FL-(800) 282~627-www.NuAjr.com Y<lJMJlER The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (RJO DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements, HEADER SERIES 90011 PW &DPWII SERIES 900 I D<<iSTALLATION DETAILS FOR r-;O:-.i.IMPACT, FLA:-.iGE, SI:-.iGLE I & 950 SH Hlr.'JG WINDOWS IN WI~DZO[\;ES OF ISOMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. Ifusingi" thick wood buckstrips: Installation fasteners should be a minimum %" X 2*" masonry screws, installed through the window and bucks trip, into the masonry. Window may be shirruned as necessary, provided a minimum screw embedment of 1*" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximwn of 18" D.C. It is recommended that fastt.'llers not be installed through the sill of the window. The actual size of the buckstrips should be no less than i" X 2~". Ifusin,g I~" thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimwn #10 X 11" wood screws, installed through the window into the buckstrip, Window may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O,c, It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than It" X 2k". Buckstrips should be installed using minimum r15" X 2*" masonry screws, to maintain 1*" embedment, and be 18" a.c. ~~R -:"<1 WAr <,.,;;;~~ ~ . .: (j " .<:1 ~ . :';'1 '. ~ <I.A ..: ," · - - rOOERIOR JAM BS I ..,d .~> ~ . 4! 00ffi; ~~fl~IOR , , ~, ' PRESSURE TREATED '\,. It- '~CKSTRIP (MIN. 24' ~, AS SHOWN) ~ SHIM AS NEEDED WINDOW FAS'Tt}/ER <;> FlLL INTERIOR VO,O WITH MINiMAl. EXPANDING FOAM - IF PER CODE .7 - IF NECESSARY. USE SHIMS WHEN INSTAWNG TO KEEP PLUMB &: LEVEL , /:1 ~ ;I~~~~~c~ >. . . <1 P~E:'CAST4 < '. a^ CONCREJE SILL < v NO FASTENERS 11-!~GH -I y-- /1j I {~ Jl .~~ > . .fuT, POuRrtl <- . 4^ CONCREJE SILL < v ~ I . . SEAU.NT BEAD SILL I [~STALLATION DETAILS FOR NO:-.i.IMPACT, FLANGE, FIXED WlNDOWS IN W1~DZONES OF ISOMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the bucks trip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill ifit is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using i" thick wood buckstrips: Installation fasteners should be a minimum ~" X :+ masonry screws, installed through the window and buckstrip, into the masonry. Window may be shinuned as necessary, provided a minimwn screw embedment of It" is maintained in the masonry, Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C The actual size of the buckstrips should be no less than ~" X :zr'. If using 11" thick or greater wood buckstrip8 (not shown): Window installation fasteners should be a minimum #10 X l~" wood screws, installed through the window into the buckstrip, Window may be shimmed as necessary, provided a minimum screw embedment of 1*" is maintained in the buckstrip. Window fasteners should be located a maximwn of 4" from each corner and maximwn of 18" D,C The actual size of the buckstrips should be no less than 1~" X :zr'. Buckstrips should be installed using minimwn ~" X ~, masonry screws, to maintain It" embedment, and be 18" O.C. ff 61:._1 6,r -I ~t 68 SINGLE DOOR ~ '~WR [j]"-\1ERJCAN AiKHITBCTt.RAL j !d..4Jl<'tiFACfLR..ES ASSOClA'!lON . MEMBER Tampa, FL-(800) 282-6627-www...JuAir.com The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (RJO DP) wind load requirements (per AAMA 10 I); please check local building codes for exact requirements. SERIES 200 I HEADER & 500 SaD A ^ rw#~ ~% O/~ .1/ / Ill! If J I / If/; INITRIOR EXltRIOR ~~~ <~~ "/ ~ %//, ~~ ~~ .- 'i~/~/~.- AffiR < ~y ~ INSTALLATION. SW H JAMBS HORIZONTAL JOINT~ / / BETWEEN TRACK I / / AND JAMB I T L . SHIM AS NEEDED . ',.., _ ~ IY'l _ ;:.r ~[i). ~ i~ l:' : .:~' -, , " , " , I 'i i! 'i : " ' t ' MINIMUM 1i' RECOM- MENDED SERlES I j;o;ST ALLA nON DETAILS FOR 'ON.IMPACT, FLANGE. A W'NING I A02J3 A TW WINDOWS IN W1NDZONES OF 150MPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre.cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior, Ifusind" thick wood buckstrips: Installation fasteners should be a minimum~" X 2~" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" D.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the bucks trips should be no less than t" X 2i", If using I," thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X 11" wood screws, instaUed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 1*" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each corner and maximum of 18" D.C It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 15" X 2i". Buckstrips should be installed using minimwn tG" X 2*" masonry screws, to maintain Ii" embedment, and be 18" D.c' ........... --r H "W e EXltRIOR FlLL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE /i IF NECESSARY, USE SHIMS WHEN . INSTAWNG TO , a KEEP PLUM!3 & ^LEVEL _ TRACK 114: .4 . SEAUINT BEAD - L...-\ . v ~ '~WR [l]AMJiRlCAN j Ai. ,,"CH1'TECTLRAL MA.Nlil:ACT\..;~S ASSOCIA 1101'11 Tampa, FL-(800) 282-6627_WWWNuAirco: ""MBf~ I1\STALLATION DETAILS FOR NON-IMPACT, SLIDING GLASS DOORS IN \VINDZO:\ES OF 150:vfPH OR LESS (pc< FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening, except door sill. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the door frame is fully supported by the buckstrip at both the interior and exterior. I ~tt " '~ ~: 6"L III II ~ If using i" thick wood buckstrips: Installation fasteners should be a minimwn~" X 2*" masonry screws, installed through the door frame and buckstrip, into the masonry. Door may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximwn of 18" D.C. The width of the buckstrips should be no less than the frame frame of the door. THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST RouQh openings are 1/4' SMaller on each side and 1/4' SMaller on -the heaaer' than standard TherMa- Tru rough opening diMensions, Use only a Ma.xiMUM of 1/4' -thick shiMS, Predrill -the jo.Mbs o.nd heo.ders using l/SU drill bi-t, Predrilling increo.ses s-truc-tura.l perforMance, Use only 2-1/2" wood screws (#8 o.nd #10) when securing -the pre hung fraMe -to the rough opening buck. Drywall screws) deck screws) o.nd nails o.re insufficien-t anchors) o.nd should no-t be subs-ti-tu-ted for wood screws, Be cer-to.in of -the nUMber o.nd plo.ceMen-t of all screws securing -the fro.Me -to -the rouq,h opening buck. Consul -t -the o.rchi-tec-t or engineer of record concerning lo.stening -the buck to the rest of -the building structure, CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER, ** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE 3/168 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHO~N, THE T APCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME/,1 x P.T, BUCK STRIP AND HAVE A MINIMUM OF 1 1/48 EMBEDMENT INTO THE MASONRY JAMBS, ," rt 3rt It'f 1- -16' 6L.~ I I I I f'~ ~+rr ~. ' I~, I I I -16' 1 I I p," I -l6' . 3'rr ft' ~ 6LIII II ----' SPACE EVENL Y -- -- -,.- - ---' SPACE EVENL Y ,..,- l-j6"6'LIII II ~l :r~ ~U~ 6' ~ /I 1- 16' 6:L II I I I II I 1116' ~ 3'LrUlffltl U3' SINGLE DOOR ~ SIDELITE SINGLE DOOR ~ 1 SIDELITES -3-t, Icr~ I I ,hi 68 l' 311.t- I f- ~ I~ III -1'6' fr 6'L I 38 38 1 I I I ff I -16' ~ - --'" SPACE EVENL Y - .....10- - --'I'" SPACE EVENL Y --100 \ ~ II 6tL~,f bLl-.J6' lb'f--T--:rl-. Ir I /I~ ,r-- ~ 6 'J.-- I I I I I ~L~UE DOUBLE DOOR ~ 1 SIDELITES < <l [fusin,g I," thick or ,greater wood buckstrips (not shown): Door installation fasteners should be a minimum #10 X I~" wood screws, installed through the window into the bucks trip. Door may be shimmed as necessary, provided a minimum screw embedment of 1*" is maintained in the buckstrip. Door fasteners should be located a maximum of 4" from each comer and maximum of 18" D.C. The width of the buckstrips should be no less than the frame frame of the door. Buckstrips should be installed using minimum~" X 2*" masonry screws, to maintain 1*" embedment, and be 18" D.C. The door depicted in this drawing is intended for use on typical construction. It is the responsibility of others to dete,mine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county, All products manufactured by NuAir Inc. meet a minimum of 110 mph (RJO DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. ,I SERlES 200 I & 500 SaD HEADER ^ W~%j~ INTERIOR A fP)1 · ~ %~. ~ ~- /-:"'./ . - AffiR --.J ~ INSTAlU1l0N, SW HORlZONTAL JOINT~ BEl'NEEN TRACK AND JAMB . I FlLL INTERIOR VOID WITH t.. y.' I.4INlMAL EXPANDING FOAM '-' - IF PER COOE . SEALANT BEAD . . INTERIOR 1 ~;( ~f :1 : ':-^y-' -, , , I :!~ ~!.. ': I DOOR "/FAS'Tt}/ER SHiM AS NEEDED -.l """""'r JAM BS l I I.4INIMUM 1i' RECOM- MENDED H 1 - EXltRIOR ~1 ~ <> <; 1~1ECES~, USE SHIMS WHEN . INSTAWNGe:~O KEEP PLUMB & . "- TRACK .4 ~j'~~R [I]~~~ , ~ ,....ssocu.. T10N . MEMBER Tampa, FL -(800) 282-6627-www.NuAir.com I~STALLATION DETAILS FOR NON-L\1PACT, SUDlNG GLASS DOORS IN WINDZONES OF ISOMPH OR LESS (per FBC 2001) I Slidin,g Glass Door Installation: Installation fasteners for jambs and header should be a minimum #10)( 11" screw. Installation fasteners for the track should be a minimwn 11" masonry screw, All fasteners should have an embedment of at least It". Fasteners should be located at a maximwn of 4" from each comer and 18" a,c for screws. It is recommended that all screws be sealed to prevent infiltration of air and water. Product may be shinuned up to *" if necessary. Weatherproofing: Flexible flashing should be installed in a weatherboard fashion, The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed, If it is installed after the door, it should be tucked under the sill flashing and overlap the jambs and head flashing. The door depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine ifit is applicable. Additional flashing, vapor barriers, etc. may be spe.:ified by the project architect. Wind and design pressures vary within each state and county, All products manufactured by NuAir Inc. meet a minimwn of 110 mph (RJO DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. II 111:(6' j~m ~3' ~i ~ h, DOUBLE DOOR & CREATED 01-02-02 3 120 SEC. MPH GUST r D E DAN5CO ENGINEERIN~$, F AI P.o, 60X 340t> - APOL1.0 eEACf4 - FLORIDA - 33&12 ~ - (813) 64& 0166 FAX - (813) 64& ~ca& E6 4&,,, 0 THESE DRA'MNGS AND DESIGNS ARE THE JOINT PROPERN OF DANSCO ENGINEERING, PA. AND THE ~ CUENT ON THIS PRO"fCT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBI1ED. - 2003 " LENNAR ~OMEe 5CALE NOTED DATE 01/(1)2 D~ B.V. TAMPA DIVI61~ DOOR ~ WINDOW INeTALL.ATIONe '-. DE Joe NO. FM - 5(1)21 ~ 6DW2-N . ! ~ -! ( ) a , S ~ , ~ ~ , ~ ~ ~ ~ . ~ s , i l l ~I . liVI<:IIIl"C. Hl'rL.l~lJ l'lVIlII(l,)_ Qj1T10NAL .- 2 'J/" ~wc. 1'(P. AT HeAD/SIlL CORtWtS IS \1115' MAX. 1'(P. AT HeAD/SilL n 4" MAX. seE COlUHN 'A' FOR : cpHeAO/SllL , !lO. or MetiORS ~ A AT I-ItAt) OR SU.1. I --..... ,....., I - ~i si ~~ $'- 2 ~ ~ ~~@- .. 0 ~ ~~ .. I i I: Ii i@--' II 10 II II ..___1J...-.....lJ---- .........-rr---..1'---- It /, It - .//. ---. ?f.~ --.... ----- ~ ---- Dsa-ANH. ===== C~3 :== II I' HI! I I !! I II 1IJ :.. I- " II II II ___.LI___..Jl. ..__ ---Tl-~-""'." --- II /1 "@- 11'//' E - II //'; .. _.. ...,..t'..r-,~.J t..-I_.._ ...__....--~.,,.--- II .// " . OSB-,4J1l'I. =: ClASS I :=:: ~!II l. II II Il l/ ~d ~~ r'I~ " 0 XO OR OX SIZES WJNDOWDJMS A DSJl-ANNGLASS WIDTH HEIGHT mer. (+) INT. (-) . 24" 4 60.0 67.0 36lP 4 50.0 67.0 48" 24" 6 SO.O 61.0 6011 6, 50.0 61.0 72" 6 50.0 54.2 4 50,0 61.0 4 50,0 64.9 a 50.0 54.3 a 48.S 48,S 6 42.9 42.9 4 50.0 61.0 4 50.0 50.7 6 38.S , 36,6 6 36,1 36.1 4 50.0 ' 67.0 6 51>.0 61.0 6 60.0 51),1 4 50,0 S8,8 6 50.0 50.1 e 39.6 . 39.6 4 46.0 46.0 6 3M 36.1 A ~ NO. OF ANCHORS PER HeAO & SII..L . Se~IES-8GOO ALUM. HORtZ. SLIDING WINDOW PQ~MRATIVa AN,A~YSIS CHART BASeD ON FTL -1130 OF 07-21.95 TeST SIZE! ~ 72,1' X 4811 (OX) OeslGN LOADS = +50..0. .43.3 PSF WATER INFIl.TRATION TEST -=7,5 Psp !ES'fJ:P GLASS = os,a "'-NNI:ALl!1) 24" 361t 4811 60" 72.1l 36" .]'la . ~ ~o ~..~ ~ I I 2411 36" 48" eOIl 4511 I 33 1/4' D.L. OPG. I 33 S/t6' D.\" OM. JG 1/.' YENi WIOTH 73. WINDOW I'IIOTH ~I ~m ~~ '< 37" 53-1/8" .1411 3711 53.1Ia" 74\' 37" 53.1/8" 26" 3B.3/8" 60.5/8" iYPfCAL .EI.EYATlQtl TESTED UNIT J '. If; '~I' c9 ". lfi 'd J>- ~{J I /~ fit. , 'f~ ~ ~PPRO"y~D CONFIGURATION;; , GtJlSS WlOTHS TO BE EQUAl. ON MOVING ~tjO f1XEO L1~ . .. WOOD "~UCKS Nor BV lAWSON INDUSTRIES. MUST SUSTAIN .' -TVPICAI. ANCHORS LOADS IMPOSED BV GLAZING SYSTEfd AND TRANSFER, THEM TO iHe: 8U1L01NO STRUCTURI:. AO . . ~ IBY M 2BV ....OOD BUCi<$ :.:,:,' f " . :t : . t. . .... I :..' . . '.' J " , ..j' - lS ;','.: . <1 :. . . , -, ,1, ~. ,'~ f . .:l1;!; ...' . .' .. ~ ~ il.. .... -. ~ ....:. '''';':'':':.;'. --t><~~j\'~''[;';. ~ . . '.'1 , ./.\ .t" ~ ' ._ I .,..... "~ l~..,I.,..'J:i ~~)3> ,- ~ f._ .it ~~~ 0' I- ~ ~ 8 ~ ~. ~ ~r ~ II . r I (~ W2 t ---' Jrn-,." . . I " .. oS ;. I, · . J T!? leAl., ANCH~~S t--1.87!S- ~~,. ~-r I 1,6'&9.'~' -, I T ~:J g;, ~' J,~t-IJ fRAM~ HEAD r1,:J43- r:- - , If ,'l!::: ,062 ~ 2.DS2 'II ~'n-;J . Lt97s- fRAMe: 51!.!. ~92al r ~ ---r LO~S ~'993 L . ,ose SIl.1. TRACK PAA1 I 1...1:53 1.-761 L"76lt 1.-7:54 1..77a 1.-7S1 1.-7SI5 1.-7157 FS-OQ~ QIJJ.Nft1"f 1 1 a 1 1 2/ VENt' 1 ' AS RtoD. AS RtOo. a Ml RtOLl. AS IltOll. A1 RtOD. AS RtOD. t.--170 P"~-OO3 . fVS-005 PVNlQ4 1.-72a 1....76:1 L-1S4 . 1.-'-4a 1.-741 L-7S83 61 VENT a , a. I '2/ V[Nt i1 - 'WmEPHOLE~l WI ... (1...1/a" X 1/4" DMIN HOLE) AT 1-3/4'" FMM EACH ENO W2 '" (1" )( 3/1 alt W€EP HOLE) AT 2" F'ROM EACH ENO of V!NT ~ il ~ ~ . . y / ~~ .-' Il I '. , . Jj= . ~ ~ =r:Jl ~ . . , ~ C'=.-..--- ----r ~ -:.-~ .. . . .~!_____:-:J ~\Jf. TYPICAl. II/iCHOR$ I' ., " . .1\'., . r 'n ,...; .... '" ,~ , rl,.e", i \ ,l. I 1 I a.OOQ I ~~ 'X I " 1.737 ,osa UP. D ~--=-r .~96 I 1 ~ .:;;." '-, . ...: .749 L FAAME JAMB - .el~ - ! i 1-y-r .:JfL- 1,600 ~ ~L tyt'. I' VENr TClP/eOliOM RAIl. 1~ ~ , ll~ @ ,,' veNT IJ l.DTIt IBY em an "'0011 BVCKS- Z1 22 NOlES; I. TKl3 PROOOC1' IS OESlaNEO ~ FER THIZ SOUTH FlORJDA eVlUllI/o COOIl: 1994 romon FOR 1.l~I.(I-OAOE COUNIY Olt zoot FLORIO" InJILDINO coot. . ~o FOR WINO .LO}J)3 ...s' P€R.ASCi 7 usmo conl1t;SPONOINO lOA.Dg. e. WOOD BUCKS ~ OlHEA9, Must at AHtHOReD PROPEA!." TO mtisftR LOAOS TQ TH~ SlRVCTIJR!, . ' ' , 3, ANCHORS SHALL Bit AS U5TEO, SPACEO AS SHOWN ON O~"lUf, ANCHOR EI.IBEOl-.lENT TO BASe W.ttRlAI. SHA\t. a~ G€YONO w"a.t. OR~SSINO OR STUCCO, DESCRIPTIOli W.U/ilAr. ldANF./SUPPU'ttt/RElWOlS fRAHlt HtAD &O&3"TS ,. fRAH~ SIL~ 6063.T5. . fRAH! JAMB 60~3.T6 .. fiXED RAn. 60&3-14 . vwt /-lEtTING R/llt. 60&NG" TOP MIll !JonaH RAIl. 6063.!!" J~HlJ STILE 606N6 .. c.t.AZlNG BEIIIl . A!.UlilNUH ROl.1. rOllMED fRAHtlVOit AssEHlll.'1' $CllE:VS .. . e lC 3/.' P.H. I'Hll.I.t?S fl)(. RAI\. SI!,.\. scRE.'J~ .. . a x a' p,H, PHILt.rP~ vtHT JM1D ltAlI. 'J'.slRIfPING VINYL SI-41 orA. Il\JLB tiff Sf:Al. ....CATlitRSTItII'I'IHG - .191' l( .ato' 0geo-sool..9) fIN SEAl. \I!AiIIClUTR1PPIHG - .197' lC .350' (7&3400/,00(-7) FIN SEAL 'w'EATHtRSTIUf'f'IOO" ,lIl1' )( .'3lG' (793C.&~OI-~) .. '" ... AT a-IIi' FROH W])S Co HIDSPAl< AT EACH tND VOlT FACt liUlD' VEHT R01.l.tft HOUSltlG VENT ROlW/\IJltEI. Sill. TRACI< INStllT VOiT LATCH VEm' LATCH SPRING Pl.AstIO PUSTIC MASS , G~-T~ (,\l63"16 AT B' FROM tNDt .. . @ @ .. T'l'l'ltAt. Al-ICHORS 1/41 SHIH HAl(. ,,. I~ · f ~f t..: 19J. ~~~'/. '. .; I '. .' .. 'd ' " 4 .~.. !-,t I' . -- \~ t ,. . 4 ' , f . .... :.. " ,~:.~ . ~. " . ., , tI, . ,,'.,: '-. . . . ,.,.. .. ,. ~J\' tt' u_t,..~ , u'l~lt.~.:: ,.-1-" ..'. r--- ~ - ! ~ ,- ~ I \ I . t~..;_ ~jiJ @ ,0 ~ ..t.?- 14 arr- ~~~......_ r--..----_!Y ill D,L. CPO. .3 I ~ AAAlA~ mp ~ORt:lEa ;;:J - , ... "",10. ... ~ <if 4 D.1..QPiJ. EXTERIOR vt~OOIJ 'lInT" ~o yyour me OPPOSI~ " ..... .. ." 1 ~ ~ tt- /~ I ! !.d... A y~' --. -- v...... ROLl. f"ORMEO Al.UI.t' a.wlNo BEAD -058 ANN. GtASS ~.... ...~ ~~ EI~EO I.4Tcr, RAIl CORtlES rl.6:lS-, "1 .16\ r I .; \ ~I . r- I -r. .92J ,71(1 L-. I ,06aJl J -[(,O~4 . FIXED MfG. RAIl. rM31J, ,7~G -r 5 :~:.: f ~--- ~ 1.61l) .656 ~. I L-- -;d----1 L',ODoJ MEETING RAIL ~/ I j t pJ:.,AzrNG- PETAIL ,o.-1,S:lS- "<,. r-06a j ,ak~t ~I ~6 L . \:i.cCG- JAMB sm.€: ~ ~tIt lOI'/BOlTOM CO~t-lE~~ [~ 1- ~. ~ ~ ~~~ ~~~ . '~v / - , ~/ .! . FRAY~.80TTOM cO~EB . - i 1'4) ~ ~, ,,/ .......... . ~...,. --<o:t . CUAR AOKfSlVt BfOOINI1 tOHPOUND .... 3 1\&". ANH. GLASS@(.!1,ja7 -"- :: ~ ,,'II' U ~~-~ 1\ 10 S.H,S . ta" MIN, WOOD EMS'!> ,...t!il S IIZ" FROM CORNEAS !. c.& MIOP qlN r . " . ~' . !.-..-; SHI~' " .. r.14i".J"" I.~. .............. r-';\ .~---,:\ ,6a~1" lhIP..,..l /\ I '''' . · WOOD BUCJ< 0@ ,: m, - CUM AOHISSIVE 3/'S....MIN. erODING COMPOUI/O C1l.AS- , ., II ~l3:;~~i~O . ,i @ , I / Ii j. 1.o:rlF =:;FF' u~ ~ ~ . V.l .. x to ~ ,@ I li~ ~ . I 21 :' HeAVV OUT'" ~ A I HEnlNQ RAIl. I, ....~ i 1.121;," I -'- tl5 / ~ !fi r;7 \/ )\ ~ II (P.-r.1 WOOD auct< . NOf a...I.AWSQIf INO, HUST SUS1' AlI4 U-iPO!lEO t,OAOS --:- 111." ~ SHIH HAl(,.. [oW 3/16" ANNEALED GLASS FIN FRAME 2X WOOD BUCK HEAVY DUlY RAIL TEST UNIT PERFORMANCe SUMMARY 'l-It 10 S.H.'. '11o~ MIN. WOOD EMBEO Sf! SCHEOultr BEt.OW FOR ANCHOR $PACflH1 ITVP.I ~r-- AEFliRENCI:I PTL-1B91 12..11-97 TUT 5IUI'_ 51...111)" l< 79-111" UST LOADSI .91..S, ..94.5 PSP ~~~~~ h?t,e1~ATlot;~i.:;-~6~:g ~i~ TEsreo GLASSI ~/tt.--ANN~A~m MAX. JAMa SUlEW SPACINGt 15-3/4" &. '8~3/t,'~ ~ t.ln- 2 ':50" - if: .375" at.AZH-{O r[)\ DtPTH lal'm \V WIN()l'lW WIOT~ JI - PLAN VIEW .- , 20 II A r r I I~ I . IB 5 2 . ~~ ' j:\ r jU t~ S.H,S. tW' MIN. WOOD tHB!D @ g.1I2" ~ROH CQ!{NEAS . &r (jD MIDPOINT r 'Ill ~ It. l' HI 28 ~ . ~ 1'm2.29:11.I. HrH1Hf , -fi1l4" HAlf. SHIH .--- 'r---- - p< - . . '.--", . @ r- -" ,tn" eft r ,..~~ ~~ II\OS,I'U. ,~" HI"', \~OO!) tM8SD liD S.t12'" FROH CORN!I\, &. @ HIOPOI>>r Lie IP.T.I . wooo SUCK I.n.,ll" LICIM.1 WOOD BUCK HEADER & SILL seOTION . - , ---4>.4..... ALT. SILJ,.. ftl;Q:nof\.! NOTESI , , THIS.WINOQW SYSTEH 11 OU1QNEO ANO Tuno TO CO~Pt..Y WITH THE REQUIREMENTS OF THi '9i4 CAD! COUNTY EOITION OF THE SOUTH fl.ORIOA 6~I~OINQ tOO! IV.B.C.! CHAPTfR 4, CHAPTER 21. CHAPlliR 3$, UNotR TH! Sj)l!ClFlC CQNOITIONS SHOWN ON THIS DR~WlNCl. l. 2)1 wooa QUCI<S SHALL ~11N9TAL';O mar'BY I.^W$O~ INI).J AND At/CHORta so THAT THI! I)lJtl.OINQ RESIS'lS THI SUjiIRl~OStQ LOI\O' ItI ACCORDANCE WITH REQUIREMENTS OP ,nt. S.P.S.C. ' :I ANCHO~ OdCRIO~O IN THlS LAYOut MK AS PER nST UIIIT. OtHER . . CONOltll1ll1S "(0 5! ItHOlNUR.EO SIl:i"ARI\TU..... /, IIN(HOIl CONDITION9 NOT QE:StRJ8I!Q In tlilS DRAWINO "RI! 1 0 Bit eNQINUAfD ON A SIU SPECIfIC BASIS. .. . . --...... . ..-.--- II UU" PLAN VIEW r-'MrJ' . I 20', 'j~ I' 118. a I _tl~ . , r-- 2.299" @ .. .!.!'J ~. ~t.~HT .6+"~ --. - r ' .1t!,,, L-~, ".68{' @€"! :~ -mAR .."'StVB BtOOING COMPOUNO . . r r ~~,:.~ ~ ,. I ~ o @~ r~ . 4 . - . tI'.. .1. :1:1'."4", 4 . EMstb, . . ~ . . '. 4' 4 . " 1;1Ia- MIN. . ~O?~~.':~J" 3116"cO 1APCONS CO) ,. PROM COMERS . 2 ..r1l"" HA>t. ., SHIH ~attf.' .><~ II l~ 8.H.S. W,"I1lN. WOOO Et1BIO ljlI to- fROH ca~Nt:~!l ZItIP,T,I... ~ wooo auc~ .... HE~ & SILL SEOTION t.us- ~OTe$J ' ,. 1HIS WINOOW SYSTeM IS D!SI~NEO AND Wnto TO CoMPLY WiTH THI! R~QUIREHu-lTS OF 'rH~ 1994 DAC!! COUNTY )iOITlON OF1H! SOUTH, PLOM1A alJl~DlNO COOIISI.I),<:.I CHAPTER 4. CHAP teA n CHAPTE.J\ 35, UNO!A 1HI specIFtc l:ONOltIONS 'SHOWN ON THIS DRA\~j/{o. :r. 1" DIU M WOOl) aUCl<$ SHAll.lJCINSTAI.UD INO'l'8'HAWS0f4INO.1 AND ANtHOAED SO THAT THIl eUlloOING RESISTS 1HI SVP~~HPOs(O LOADS IN ACCQf{OANCI WITH REQUIREMENTS 01' 1994 s,lI.a.c. :f. ANCHOR DESCRIBED IN THIHAYOUT ARt! AS I'El\ 'USf UNit. OTHER C:ONOlTlOUS TO Be ENOINEElua SEPMAUI. Y. 4. ANtHon CONOITJONS Nor DESC~leEO IN THIS ORA WING ARC TO Of: ENOfNE!AEQ ,Ot<f A SITe SPECifiC BASI9. . NON..IMPACT RESISTANT' ___ u..~ 3/1 S'.ANNeAlED GMSS-HO RAIL WINDOW oOMPARAnVI! , ANALYSIS OfiAR'l' \vu:ocw OeSIGN LOAO otMt<<~lilll' 'OAPAOrrf _ PSP ~~m ~~~nr POSITI'" tI(<IATlVl If.tllI 6),) 51t,S 1~.U'""Ul 1. . ,.,..,.... .. . .' 24.1/2 11 6:'" UM 3; ". III . &;" .lHitii~" u 'ii:,i." . 'III he_'. 1t-tl' UJ uu 24.lii' n.m '" "J,' 'ii'i:': . 'hHj'f"t '$1 ou'6';:," iii, . . . t'" hi' . .. ~..,u.. I n,U8 au \00." ,!':.f/~.t ' I:' !!.~~ . ~...~!:t 26.1/1 &o-$,a U.:J 20U "UI;i", t5. '. ,,:; . .. .. 'J~O . .' . .1. ................ ,UfHHt'. 51"'. 6U III ".11& 0),) 203.4 i.:u; ,. It ii:Jwllo . 'i"I:' "31 ' 16f . 6'U .. Wi" . "..., "'O,IfIHI . , . 4:1.. n-lIl ".J . ",5 IM/. ,3.) 149." '1';i~ M '::'ti~ .. " ,to.~~~ si:'ii', n a' m .., .,.111 .1.1 10'" 2a~:tii 14-tllt . 6;.) .... '''';;1.1' . it 1'1" ;;,j u.s ',i:t,. 6ti"." 6l. lItt.IH PJ.R(NfHUIS UlllteATU N~ Cl' ANtHOAS Ptl1lAtlIJ WINOOW WIOTH . ~.T,E. I 20-<)/1&.ITYP.1 I fJ\' I ~:"2" HI\)(,~ \CI ,YVIl.I" I - 3-3/"" T ITYP,) ~ -=1 "'oJ ai:li a~ ~c .......;. (%~ 'r .~~~' :2'- q. ~ o. .eu" ~~ . 0' ef~ ~~ ~15 g~ O~-l ~ :/~W ITVP I. . &~U2" MAX. IT'(P.I .. oJ / ///' //// ~./ '~ J il " ' ~f~/ o if It= --- ELEVAilON FIN FRAMS SINGLE HUNG WINDOW _. , . APt .....t , l( lP.r,1 wooo eUCK ,.PROYEOA$ C:OMPLYJNG\\UH ..:. NOT G't LAWSON IN~ SOllTltFLomOABtln.O/N<JQO~.II HUST SUStAI14lHPQSEfQAT6[10W~bU 1~J .100\ lOA!>S B. ~ ' , ~~~O~OlVTSfH 114" 'HOt · IItJ<OuIaCODl ,.~ ""'" HA - ACCEf\TAHOe NO. M ~ If 6'~~ "'::: '. ~ .. 1:3114." qI TAPCO~ 1st! SCHEDUle:' . BtLOW FQR NUMBER D~ AtlCHClASI Wi!iOOI'l WIOll1 ~,T,E. h :-~/tt.- ~I i~ i . :J~Ut... 4" HAXrr- 11YP.1 11''l'P.t i -- . ---l !;:. ...... "'r;o et:. ~a . rID' ;g ~..IQ ~... a I-T: .B~$" ~!J ll)~ ~~ t%'" ~g ;je ,., ~ v I f" /\ ~ II - " I ~f?/ // // / // ~//, . ~.. .,4. l,." eHBeD. " . tI -J .. . ~ ~ . Cf> if 1 '" Ll C4" ITYP.) /i"HAX. (ryp,1 I J ELEVATION FLANGE fRAME SINGl.l: HUNG WINDOW . I' 7030 H_W. 37lh CT. ~. ,. AitATS 0' N MtAMI. (lOAm 33147 ,; , V V (aoS) 696..8660 It! IiOUSTRtE5,tHC IMNUrACTtJRtRS or WINDOWS tic DOOMS -" ~ ft 61- 1 6'T -I ~} ! . THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST RouQh openings o.re 114' sMo.ller on eo.ch side o.nd 114' sMo.ller on -the heo.aer tho.n sto.nclo.rcl TherMo. - Tru rough opening diMensions. Use only a Mo.xlMUM of 114' thick shiMS. Predrill -the jo.Mbs o.ncl heo.clers using 1/8' drill bi-t, PreclrilUng increo.ses struc-turo.l perfOrMo.nce. Use only 2-1/2' wood screws (#8 and #10) when securing the pre hung fro.ME? to the rough opening buck, Dry,wo.ll screws} cleck screws} o.ncl no.lls o.re lnsuf ficlent anchors, o.ncl shoulcl not be substltutecl for wood screws. Be certo.ln of the nUMber and plo.ceMent of o.ll screws securing the fraMe to the rouQh opening buck. Consult the o.rchitect or engineer of record concerning fo.stenlng the buck to the rest of the bUlldlng structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE 3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE T APCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME{.l x p.r, BUCK STRIP AND HAVE A MINIMUM OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS, f..' {...' rt -1rr.. ~: I W 6' 6L I I I I I {/ I l.16' . lrtt':~~ 6LIII II rrEll 1 2 3 " 5 G 7 9 9 10 .TxPIC~' ANCHORSt SEe.. E~~/cHARr' fOR SPACING II . 3/19" TA?CONS 12 13 INTO 2BY WOOD BUC1<S OR WOOD STRUCTURE , I n MIN. P~N~RATlON INTO ,WOOD ' :~ THRU IBY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASQ~R'( 'IG 1..1/4" MIN. EMBEO IIITO MASONRY . . 17 .SE~LANTSt .' I: ' EACH VEl-lT CORNER Se'ALItD WITH WHITE COI.ORE.O SE".ALANT. ,,' ~a 2. 22 - i'-- - SPACE EVENL Y - I--' - - 1--'10 -~ - SPACE _ ...oI,EVENLJ:_ 1- :I 6' 6'111 II I 1- 16' 6,r II I I I t~ :l'H rnr= J6; :3-11 tl< i ~t&!~ 6-16: ~~'L3!- ~+rr ~~ I ~ I I I .]6-, - I f I I 116' ~ III U:l' SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR \./ / SlDELlTES '.k (...'6' 3~ 3' +T f-~ I~ III U6' f-r 6'L I ..1 ""'. , I~ ~I ~.~~ ':p,:-~ ~~. .~~ Jl 1I ~ ~ !--.<i) .. . 'j J . ~'" ~., ~~. ~. .1V/ , ,," 10 S.H.S. ,~.. MlN, WOOD tfolatO , . AS SHOW,. ON ELCVATIOH "'._ J' _ --', . ~~Il~~gi'i1fc~~~~V POR - V8--AN~ . ..'l,.. Mll-H, . II '0 S.H-S.' GLASS . ~O~~~STII ~=J1~'o'1tOC~~~:iD \ CL~M ...DHUlV7& t." \ l' EO DING COMPOUN 4 . 4 <I l.lO HiP01t-lT .y E~Ef' . . ............ <!r2lCIPT'1 1\~;5" . .. .. ......... J WOOO BU(l{ 12 .. . . 'lI~" 11")(. .... . ~, r' SHoH J ^ \-- <r. ..;t/~.~_ -- "}f. [)., 2F, . ' ,," . "" II' 0# ~ .. ~I @@ I:~. ~ T. \.<<J '" - - - k ""-.......CL!ARAOH!SIVIl J 3 ""'.ANN. atOOlNCI COMI'OW02lt lP T.) a"AS! WOOD 8UCK .,.:;tA~~ ~:' ~ , ; UiJ ",J J~ U ij'lI "1J~ . If .:.; r~~ ~'l ~-=r ~ . ~1 'I H2A.WDU1Y I A 1 MttnNa RAIl. .../':11 ~ .@' J .3lS" Gt.AlING@O O!!PtH IBITr} , wmonu WjnT~ ' 3/16" ANN~ALeO GLASS FLANGE FRAME , ..-' 1l<OR2JCWOODBUOK ... V-~l1fi"lot UPtON HEAW DUTY RAIL . oS . ~ (,iH" P R OK C01U.'tR S Ii;St jJNlT .' . · !. 4 I. Ill' . f,!i8fgRMANOa SUMM~B'l 1 .. Re:FERENC~1 PTI...1UlJ 12.8.91 ,,.,, : *. : .' ~~~~~L(K ~:~f ~~~OSI S!=J~~. ~9~~5~~; I'~., ~ J/t.-HAl( DItSIGN LOADSI .63.0. -&U PSJS ,; ,.. SHIH' WAUR INPfl.1'RATIO/ltlESTI 90S PSI' . --" ............ T!=SUO Gi.ASSI ,U,1~....~NNtAll!O HA:<, JAMa SCREW SPACING 15-3/4" &0 17-314" NON~IMpAOr RESISTANt :lj1IMNNEA!-EO GtlIS9.HO AM, WiNDOW COMPAM'tWe: , . ANALYSIS CHART WlNOOW DESIGN LOAD OAPAOftY. PSI' OiMEN.IOHf WOOD SCAEWS (Z;c WOOD Bua: TAfICONS (f~ WOOD SUCt<) TAPCON9 (Ilt WOOD SlJet<) ~er~ ~~e~ ,~m~: Pllmlvl t,tClATlVC Q,Y. Of POSITIVI! NEGAllVe ~~:;J: PllIITlVr Nt~ATlVr '''-\1m llU u~'t 'M \U.lr 'U ZLU 2"~i;i' &",3 ;1'.' . "l."". . ",.c,:i s'"j . 1'IU " . h '6 fll 'tuultlU ... I" .... . 1)1 ' . I' . .. IS' "U, '~U,hUl II,,,.",,,, , . '7.. 6?o~ . . I\L,' '" !~L" '.M '.1,1. sp, I!U S).IIIS &),' '''' su n.o 'M ea.' ".". f),'ll at.u 6U tiU 6U rtU _lIuun., . . . t ,.. 'It"" n -. It.., ,. .11.... It UIll,"..1 1~.11I U#)II m ",..'M.. n!;~. ,(sl 6H .. . .!',':Y. 111 ,....t~t. 1,~.1 . n 6-).a 12.... . U,l \11,,' 61.1 ,'1.\1 ,,1.1'. .... . . ....,.... ... ,. ...... . U . II , . n,lI. n" DM a.., 51.' 6U . au It.lIlI &).. \8.., 6J.J nu UJ. 11M ,...,..~.. . " ".Wi ... "'''41 ...." . " It ~ .h. , .. ,n '" ,H~~.".2 50-"1 tS! "~", Uf:'.. lSJ .. ..~,~:t.... to' ..G,!;! m ',o!'~ . ~l~' )f n:l tU 61.1 ,,,, &:u aU .. ftt n 'n'''..... . .... .. . . . u I' I....'., '....n'. &l.1I0 . U 61.0 .. - &).:1 6z.'J .\1:,~t." . l~~?~lfUI 2~~.! tI I~?'\~"'" ..~J',"~~~" . I"~'?:~' . nl.~ ~!~."~. s~ 161 . ~.':~... ,:. ~'.!'~" , I&f !?;'. ~u lei ....~L " .lJJ'~ . n n.J tOM U,' n..1 n" t'-C, . u. .1 . . .......... . I ......,... .... . , 52-\10 6U 13.1 52.6 ioU &U 6U f\L T. Ht;AOER ~_SlLl.. SEOTION ,,",,,. .", Uu &U, '3M 61.1 \)S.II 'i.:v! .:u ,13.4 . ... 6',:i'" . ';0'0;; U.) 129.0 ..u... 6J '1J. d "'1' . "It"'"'' . t,J 19) .. ,"i I' I ), "., IDU 6),) '1.t 63,3 n.. 9:r.V" 6;".M . ',;,:,." $(I.' &U 6.... . "-11' U,) ItU n.J \IU 6U ISL1 '2(,."i e:u nu "i,.) ". as:1 .. 'U 10M . n "'.114. m ',,:1 ai:, .. 111 U-l &Ii:! m 6S J iu" "O.n4PA~tN1H(SllaNcncA'tINo.4' 'f'..". 1~.6' . .,.. ..., ';9.s' ,,'.i. AHCMOIIS Pm J,r.KIS _L 3ft 61- III II 6'1111 II , :l'H[ ~ r. DOUBLE DOOR \./ / SIDELlTES :-~, ~' -3." .~, 'I I I 1 ~ (- -~,. SPACE EVENL Y -1--.. I I 3-1 h, .. .. , I tl I I --;;-1 ,. II I I ih'6' ~~ 6if -I , l6-i -3l!. .3:~ It:. I f.. I ~' ~' 1 I .1 I ff I .:[6' (:. --10- SPACE EVENL Y --Ieo I ~ I M' 1 T I - 16' ~~ DOUBLE DOOR & CREATED 11/11/02 120 MPH 3 SEC. GUST r '" D E D\AN6C:::O . ENGINEERING, P A. P.o. eo>< 3~ .. APOLLO eEAC1-4 .. FLORIDA .. 33&12 ~ .. (813) 64& (2')166 FAX .. (813) 64& ca6ca& cIS 45~ @THESE ORA'MNGS AND DESlGNS ARE l11E JOiNT PROPERiY Of DANSCO ENGINEERING. P,A. ANa THE aJENT ON THIS PRMCT. ANY REPRODUCTION OR L1NALlTHORlZEO USE IS PROHlmrro. - 2003 LENNA~ I-fOMee 8CALENOTEO DATE \1/02 DOO~ .. WINDOW INSTALl-ATION5 TAMPA OlVl61ON \.. DE JOB NO. FM .. &021 AOHESlVt . ~EOOINCJ COMPOIJNO ; 1\ '~=1Ufl /'l~ ~ ',,--'1 - P~UN 6.V. 6DW2..L. ~ .1IPROOUCT SPECIFIC CONDITIO~~'~ .... .... ...., .. Q@.CRl?TlQN Qf !BODUCT: ~,~ ~I' fUNcr tAAHf ALU;iIN\Jl1 Sl!lli\t ll'.IflQ WIIICOW ~U fIN 'RA~ ALUiI,"\II1 5>I/Qt' IMlIJ WIHOOW I r 14[1j)11 DU/!\IIATlll!!J scmlS. 51M~OO ITL^"" OR '"l 'RM1n u ~\ rO~ll $JU~ MootSf HITCO UHllSl t), rvtlOc. U II." ..Id. . " 1I~. 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"io.:r". . ii,; . $(i.: Et6VA'rlOU .-:... \" ... '.:': FLANGe FAAME! :~tii.:, .. '.~U. . r~lNGLl! H1JNG WINob\y , ..... . - ' Ll 4" \1'(P.I ... tiA~. ITYI".I . DSB..3mm..ANNEAlEO GLASS' 'F1N FRAME 2x WOOD BUCK STANDARD RAIL 11:8T UNIT PERFORMANCE SUMMARY ... A R!F~RENCF:I P'fL-1994'2..11-91 TEST SIZE, . 54..1/4"1< 44" nST LOAOS, .6MO, ..62.00 PSP O!SIGl-rLaAOS, .41.n. -41.33 PSI* WMEA INFIt.'tRATION TES"I 9.4 PSI' TESTED GlASSe Q~e-~Jl\II\.~/jNfM~ HAX. J.\l1l1 SCRaw SPA(lNtt, '3" S. 14-7/&" DSB-3lM1.ANNEAlEO GtASS-8TO RAil. WiNOOW OOMPARATlVS ANAt.VSlS CHART . CliSlGN LOAD OAPAorrt, pSJi u IJ) f1tl5lTlltt t<<:UA TIVC 6U It'" ......,"'..... H Hh'Ho...,"'IM' au IfU I ntq,u ,.." . aU ltU ,..u., . . t.,., au IU U.J UU . ..... .u~"'.. IU "U kM ." .... .,...,"'~ 6U 94.2 u...tt.... . Ii .. IIU I 00.6 6U us m.1. lul.....I. "'.uu........ .61.1 "',S ,.,'J""'." .. 61.1 ".., , 'f. 9~t' fl. 4;:i.d'~1 '''' ISU .;31. u. . ,itT ... 4 ,'2.S 6.:;:'" . &.ti.'. . ~6:o 6", 11J.f 'I ". tn.. n . 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MPH GUST 2,114" It vl'.t .-\ D E DAN6CO ENGINEERING, PA. P.o. sox 3~ .. APOLL.O eeA~ .. FL~IDA .. ~3&'2 PI-IONE .. (813) 64& 0166 FAX .. (el~) 64& g&9B ee ..tl:l. fA!o fC\ THEse: DRAIIINCS AND DESIGNS ARE THE JOlNT PROPERlY Cf DANSCO ENGINEERING. ?,A. AND THE .. .,..., ()C';' ~ClJENT ~ llilS PROJECT. ANY REPROOUCn~ OR UNAUfrlOOlZl::D USE IS PROHIBITED. - 2003 SCALE NOTED PATE, 11/1>2 LeNNA~ I-fOMee TAI"'1PA Olvt61G'N O~u.N B.V. DOO~ .. WINDOW INeTALLATIONe DE Joe NO. FM .. ~, 6DW3..L. :.- Q f PRODUGT CATI:GORY SUB CATI:GORY MANUFAC TVRER FL 1* EXPIRATION DATI: PRODUGT CATI:GORY SUB CATI:GORY MANUFAC TVRER FL 1* EXPIRArlON DATI: jPRODUC T CA TI:GORY SUB CA TI:GORY MANUF AC TVRER FL 1* EXPIRATION DATI: S TRLJC TVRAL COMPONENT CONNECTORS (MASONRY /CONCRETI:) SIMPSON S TRUC TVRAL COMPONENT CONNEC TORS (MASONRY ICONCRETI:) USP !DOORS HOOD ENTRANCE LAHSON INS. FL 122<1 12/05/2005 STRUCTVRAL COMPONENT HET A20 SIMPSON FL 414 10/03/2005 STRUCTVRAL COMPONENT HT A20 USP FL ,,21 10131/2005 IIrlINDOHS FIXED HINDOHS LAHSON INS. FL 1230 12/05/2005 STRUCTVRAL COMPONENT METAI2 SIMPSON FL 414 10/03/2005 STRUCTVRAL COHPONENT HTA20-1" USP FL 05<1 10131/2005 IIrlINDOHS FIXED HINDOHS KINCO FL 125 0<1/11/2005 STRUCTVRAL COMPONENT METAI6 SIMPSON FL 414 10/03/2005 STRUC TVRAL COHPONENT HTTI6 USP FL ,,21 10131/2005 IHINDOHS FIXED HINDOHS BETTER BIL T FL 616 PENDING STRUCllJRAL COMPONENT META20 SIHPSON FL 4'14 10/03/2005 STRUC TVRAL COHPONENT HTT22 USP FL 021 10131/2005 IHINDOHS FIXED HINDOHS FLA. EXTRUDERS (MILESTONE) FL 44 0<1/02/2005 STRUC llJRAL COMPONENT HTTI6 SIMPSON FL 503 10/03/2005 STRUCTVRAL COMPONENT LTS\<1 USP FL ,,22 10131/2005 IHI NDOHS FIXED HINDOHS GENERAL ALUMIM\NUM FL 255 0<1/24/2005 STRUCTVRAL COMPONENT HTT22 SIMPSON FL 503 10/03/2005 STRUCTVRAL COMPONENT L TS20B USP FL ,,22 10131/2005 IIrlINDOHS FIXED HINDOHS GENERAL ALUMIM\NUM FL 2&3 0<1/25/2005 STRUCTlJRAL COMPONENT LTTI<1 SIHPSON FL 414 10/03/2005 STRUC TVRAL COHPONENT MTS2'1B USP FL ,,22 10131/2005 IHINDOHS FIXED HINDOHS GENERAL ALUMIM\NUM FL 16Cf1 02/04/2006 STRUC TVRAL COMPONENT L TT20B SIMPSON FL 414 10/03/2005 STRUCTVRAL COHPONENT IDX2 USP FL ,,16 10131/2005 IIrlINDOHS FIXED HINDOHS SIHONLON HINDOHS FL 110 0<1/1<1/2005 STRUC TVRAL COMPONENT LTTI31 SIMPSON FL 4'14 10/03/2005 STRVCTVRAL COMPONENT IDX20 USP FL ,,16 10131/2005 IIrlINDOHS SI NGLE HUNG LAHSON INS. FL 1225 12/05/2005 STRUCTVRAL COMPONENT MTT2"B SIHPSON FL 503 10103/2005 S TRUC TVRAL COMPONENT IDX5 USP FL ,,16 1013112005 IHINDOHS SINGLE HUNG KINCO FL 123 0<1/11/2005 STRUCTVRAL COMPONENT HTSMi6 SIMPSON FL 1423 1213012005 S TRUC TVRAL COMPONENT LUGT2 USP FL "II 10131/2005 IIrlINDOHS SI NGLE HUNG BETTER BILT FL 663 PENDING STRUCTVRAL COMPONENT HTSM20 SIMPSON FL 1423 12130/2005 STRUC TVRAL COMPONENT HGAMIO USP FL ,,1<1 10131/2005 ~INDOHS SI NGLE HUNG FLA. EXTRUDERS (MILESTONE) FL 42 0<1/02/2005 STRUCTVRAL COMPONENT MT<:,MI6 SIMPSON FL 1423 12130/2005 S TRUC TVRAL COMPONENT FA3 USP FL ,,22 10131/2005 IHINDOHS SINGLE HUNG GENERAL ALUMIM\NUM FL 254 0<1/24/2005 STRUCTVRAL COMPONENT MTSM20 SIMPSON FL 1423 1213012005 STRUC TVRAL COMPONENT PAU44 USP FL ,,21 10131/2005 IHINDOHS SI NGLE HUNe GENERAL ALUM 1 M\NUM FL 16<1" 02/04/2006 STRUCTVRAL COMPONENT MSTCM40 SIMPSON FL 1<101 02/1,,/2006 STRUCTVRAL COMPONENT PAU66 USP FL ,,21 10131/2005 IHINDOHS SINGLE HUNG SIMONLON HINDOHS FL 204 0<1/22/2005 STRUCTVRAL COMPONENT HD2A SIMPSON FL 503 10/03/2005 S TRUC TVRAL COMPONENT PHD2 USP FL "11 1013112005 IHINDOHS SI NGLE HUNG ENERGY SAVINGS PRODS. OF FL FL 1<150 03/12/2006 STRUCTVRAL COMPONENT HD5A SIMPSON FL 503 10/03/2005 STRUCTVRAL COMPONENT PHD5 USP FL ,,11 10131/2005 IHINDOHS DOUBLE HUNe ENERGY SAVINGS PRODS. OF FL FL 1<153 03/12/2005 STRUCTVRAL COMPONENT HD6A SIMPSON FL 503 10103/2005 STRUC TVRAL COMPONENT PHD6 USP FL ,,11 10131/2005 ~INDOHS HORIZONTAL SLIDERS LAHSON INS. FL 1226 12/05/2005 STRUCTVRAL COMPONENT HD8A SIMPSON FL 503 10103/2005 STRUCTVRAL COMPONENT PHD" USP fL ,,11 10131/2005 IHINDOHS HORIZONTAL SLIDERS SIMONLON HINDOHS FL 203 0<1/22/2005 STRUC llJRAL COMPONENT HDIOA SIMPSON FL 503 10/03/2005 jHINDOHS HORIZONTAL SLIDERS KINCO FL 124 0<1/11/2005 STRUC TVRAL COMPONENT HDI4A SIMPSON FL 503 10103/2005 HINDOHS HORIZONTAL SLIDERS BETTER BIL T FL 610 PENDING STRUCllJRAL COMPONENT HDI5 SIMPSON FL 503 10/03/2005 PRODUC T CA TI:GORY CONNECTORS (HOOD) USP HINDOHS HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE) FL 43 OC!/02/2005 STRUCTVRAL COMPONENT HeT2 SIMPSON FL 414 10103/2005 STRUC TVRAL COMPONENT RTII USP FL 016 10131/2005 HINDOHS HORIZONTAL SLIDERS GENERAL ALUMIM\NUM FL 254 0<1/24/2005 STRUCTVRAL COMPONENT HeT? SIMPSON FL 414 10/03/2005 STRUC TVRAL COMPONENT RT20 USP FL ,,16 10131/2005 HINDOHS HORIZONTAL SLIDERS GENERAL ALUMIM\NUM FL 16'1" 02/04/2006 STRUCTVRAL COMPONENT HGT4 SIMPSON fL 414 10/03/2005 S TRUC TVRAL COMPONENT RTI6 USP fL ,,16 1013112005 HINDOHS MULLIONS LAHSON INS. FL 1221 12/05/2005 STRUCTVRAL COMPONENT LGT2 SIMPSON FL 1423 12130/2005 STRUCTVRAL COHPONENT RT16-2 USP FL 016 10131/2005 HINDOHS MULLIONS KINCO FL '151 11/04/2005 STRUCTVRAL COMPONENT MGT SIHPSON FL 1423 12130/2005 STRUCTVRAL COHPONENT MTHI2 USP FL ,,20 10131/2005 HINDOHS MULLIONS FLA. EXTRUDERS (MILESTONE) FL '1T 4 PENDING STRUCTVRAL COMPONENT HeAIO SI HPSON FL 1423 1213012005 S TRUC TVRAL COMPONENT HTHI6 USP FL 020 10131/2005 HINDOHS MULLIONS GENERAL ALUMIM\NUM FL 1252 12/03/2005 STRUCTVRAL COMPONENT HGAMIO SIMPSON fL 1423 12130/2005 STRUCTVRAL COMPONENT HTHlo USP FL 020 10131/2005 FXTI:RIOR DOORS SLlDINe LAHSON INS. FL 122" 12/05/2005 STRUCTVRAL COMPONENT MSTAM24 SIHPSON FL 1'101 02/1,,/2006 STRUC TVRAL COMPONENT HTHI6 USP FL 020 10131/2005 XTI:RIOR DOORS SLIDING KINCO FL 126 12/05/2005 STRUCllJRALCOMPONENT MSTAM36 SIMPSON FL 1'101 02/1,,/2000 STRUCTVRAL COMPONENT HTH20 USP FL ,,20 10131/2005 EXTERIOR DOORS SLIDING BETTER BIL T (1'11 HOME PROD.) FL 561 1213012005 STRUC llJRAL COMPONENT HM<1 SIHPSON FL 1423 12130/2005 STRUCllJRAL COMPONENT SPT22 USP FL 011 10131/2005 XTI:RIOR DOORS SLIDING FLA. EXTRUDERS (MILESTONE) FL 45 0<1/02/2005 STRUCTVRAL COMPONENT MAS SI HPSON FL 414 10/03/2005 STRUC TVRAL COMPONENT SPT24 USP FL ,,11 1013112005 FXTI:RIOR DOORS SLIDING GENERAL ALUMIM\NLJM FL 264 0<1/25/2005 STRUCTVRAL COMPONENT ABlJ44 SIHPSON FL 414 10/03/2005 STRUCTVRAL COMPONENT SPT4 USP FL ,,21 10131/2005 FXTERIOR DOORS SLIDING SIMONLON HINDOHS FL 1,,4 0<1/22/2005 STRUCTVRAL COMPONENT PHD2-SDS3 SIHPSON fL 503 10103/2005 STRUC TVRAL COHPONENT SPT6 USP FL 2>21 10131/2005 FXTI:RIOR DOORS SLIDING THERMO- TRU CORP. FL 1110 11/2012005 STRUC TVRAL COMPONENT PHD5-SDS3 SIMPSON FL 503 10/03/2005 S TRUc TVRAL COMPONENT A3 USP FL 020 1013112005 FXTERIOR DOORS SHINGINe LAHSON INS. FL 122<1 12/05/2005 STRUCllJRAL COMPONENT PHD6-SDS3 SIHPSON FL 503 10/03/2005 STRUCTVRAL COMPONENT A34 USP fL ,,16 10131/2005 FXTI:RIOR DOORS 6ARAGE DOORS CLOPAY BULlDING PRODUCTS FL 542 12/12/2005 STRUCTlJRAL COHPONENT PHD8-SDS3 SIMPSON FL 503 10/03/2005 STRUC TVRAL COMPONENT MP4F USP FL 021 1013112005 EXTI:RIOR DOORS GARA6E DOORS HAYNE DALTON DOORS FL 001 11/04/2005 STRUCllJRAL COMPONENT LTAI SIMPSON FL 1423 12/30/2005 STRUC TVRAL COHPONENT LSTAI2 USP FL ,,16 10131/2005 EXTI:RIOR DOORS SHINGING JELD-V-i:N FL 4<10 10131/2005 S TRUC TVRAL COMPONENT LSTAI5 USP fL ,,16 10131/2005 EXTI:RIOR DOORS SHINelNe JELD-V-i:N FL 53<1 10131/2005 S TRUC TVRAL COMPONENT LSTAlo USP FL "16 10131/2005 EXTI:RIOR DOORS SHINGING PLASTPRO I NC.lNANY A PLASTICS FL 1321 12/15/2005 PRODUCT CATI:GORY CONNECTORS (HOOD) SI MPSON STRUCTVRAL COHPONENT LSTA24 USP fL ,,16 10131/2005 XTI:RIOR DOORS SHINelNG THERMO- TRU CORP. fL 11,,5 11/21/2005 STRUCTVRAL COMPONENT H25 SIHPSON fL 414 10/03/2005 S TRUC TVRAL COMPONENT LSTA30 li'SP fL ,,16 10131/2005 STRUCTVRAL COMPONENT H5 SIMPSON FL 4'14 10/03/2005 STRUCTVRAL COMPONENT LSTA36 USP FL ,,16 10131/2005 STRUCTVRAL COMPONENT HI SIMPSON FL 414 10/03/2005 STRUCTVRAL COMPONENT MSTC40 USP FL 011 10131/2005 STRUCTVRAL COMPONENT HIO SIMPSON FL 414 10/03/2005 STRUCTVRAL COMPONENT MSTC52 USP FL ,,11 10131/2005 STRUCTVRAL COMPONENT H10-2 SIHPSON FL 4'14 10/03/2005 S TRUC TVRAL COMPONENT MSTC66 USP FL ,,11 10131/2005 STRUCTVRAL COMPONENT HI6 SIMPSON fL 1423 12/30/2005 S TRUC TVRAL COMPONENT HSTC'1" USP FL 011 10131/2005 STRUCTVRAL COMPONENT HTSI2 SIHPSON FL 414 10103/2005 STRUCTVRAL COMPONENT KCC44 USP FL ,,22 10131/2005 STRUCllJRAL COMPONENT MTSI6 SI MPSON FL 4'14 10/03/2005 STRUCTVRAL COMPONENT MTS20 SI MPSON FL 414 10/03/2005 STRUCl'JRAL COMPONENT HTSI6 SI MPSON FL 53" 10/03/2005 PRODUC T cA TI:GORY MASONRY HANGERS USP STRUCT1JRAL COMPONENT HTS20 SIMPSON FL 53" 10/03/2005 S TRUC TVRAL COMPONENT NFM USP FL 512> 10/0<1/2005 STRUCllJRAL COMPONENT SPI SIMPSON FL 414 10103/2005 STRUCTVRAL COMPONENT SP2 SIMPSON fL 414 10/03/2005 PRODUC T CA TI:GORY SUB CATI:GORY MANUFACTVRER FL 1* EXPIRATION DATI: STRUCTVRAL COMPONENT SP4 SI MPSON FL 4'14 10/03/2005 STRUC TVRAL COMPONENT CONCRETI: L1NTI:L CAST CRETI: FL 15" OC!/loI2005 STRUCTVRAL COMPONENT SP6 SIMPSON FL 414 10/03/2005 STRUCTVRAL COMPONENT CONCRETI: L1NTI:L LOTT'S FL 1441 03/11/2006 STRLJCTVRAL COMPONENT SSP SIHPSON FL 1423 12/30/2005 STRUCTVRAL COMPONENT CONCRETI: L1NTI:L V-i:IKIHA FL 141" 03/11/2006 STRUCTVRAL COMPONENT DSP SIHPSON FL 1423 12130/2005 S TRUC TVRAL COMPONENT CONCRETI: L1NTI:L COMMERCIAL FL lIT 4 03/12/2006 STRUCTVRAL COMPONENT A23 SIMPSON FL 414 10/03/2005 S TRUC TVRAL COMPONENT CONCRETI: LlNTI:L MARION MASONRY fL 2155 03/2<1/2006 STRUCTVRAL COMPONENT A35 SIMPSON FL 414 10/03/2005 STRUCTlJRAL COMPONENT LTP4 sl HPSON FL 4'14 10/03/2005 STRUCTVRAL COMPONENT LGT2 SIMPSON FL 1423 12130/2005 PRODUCT CATI:GORY SUB CA TI:GORY MANUFAC. TVRER FL 1* EXPIRATION DATI: STRUCTlJRAL COMPONENT MGT SI HPSON FL 1423 12130/2005 ROOFING ASPHAL T SHINeLES GAF Moterlols Cor. FL 103 OC!130/2005 STRUCllJRAL COMPONENT HeT2 SI MPSON FL 414 10/03/2005 ROOFING ASPHAL T SHINeLES CERTAIN TI:ED CORPORATION FL 250 0<1/24/2005 STRLlCl'JRAL COHPONENT HGT? SI MPSON FL 414 10/03/2005 ROOFI NG ROOFINe TILES MONIERL LIFE TILE FL 560 11/04/2005 STRUCTVRAL COMPONENT HGT4 SI MPSON fL 414 10/03/2005 ROOFING CEMENTS-ADHESIYES-COA TINeS TROPICAL ASP HAL T PROD CORP FL 142>3 01/06/2006 STRLlCl'JRAL COMPONENT LSTAI2 SI MPSON FL 1'101 02/10/2006 ROOFING UNDERLA YMENTS TAMKO ROOFINe PRODUCTS, INC FL 1144 02/1012000 STRUCl'JRAL COMPONENT LSTAI5 SIMPSON FL 1'101 02/1,,/2006 ROOFING CEHENTS-ADHESIYEs-GOA TINGS TAMKO ROOFING PRODUCTS, INC FL 141<1 01/06/2006 STRUCTVRAL COMPONENT LSTA.lo SIMPSON FL 1'101 02/1,,/2006 ROOFING ROOFINe FASTI:NERS SENCO PRODUCTS FL 2211 04/05/2006 STRUCllJRAL COMPONENT LSTA24 SI HPSON FL 1<101 02/10/2006 STRUCTVRAL COMPONENT DECK-ROOF ENGLERT,INC FL 2266 04/13/2006 STRUCTIJRAL COMPONENT LSTA30 SIMPSON FL 1<101 02/1,,/2006 STRUCTVRAL COHPONENT LSTA36 SIHPSON FL 1<101 02/1"/2006 PRODUCT CATI:GORY SUB CA TI:GORY MANUF AC TVRER FL 1* EXPiRATION DATI: STRUGTVRAL COMPONENT LSTI4'1 SIHPSON FL 4'14 10/03/2005 STRUCTVRAL COMPONENT ENelNEERED LUMBER TRUS JOIST FL 1630 02/13/2006 STRUC TVRAL COMPONENT MSTC22> SI MPSON FL 4'14 10/03/2005 STRUCTVRAL COMPONENT ENGINEERED LUMBER BOISE ENG. HOOD PROD. FL 1644 03/1212006 STRUCTVRAL COMPONENT MSTC40 SI HPSON FL 1'101 02/12>12006 STRUCTVRAL COHPONENT ENGINEERED LUMBER BOISE ENe. HOOD PROD. FL 1645 03/1212006 STRUCllJRAL COMPONENT HSTC52 SIMPSON FL 1'101 02/1,,/2006 STRUCllJRAL COMPONENT MSTC66 SI HPSON FL 1'101 02/1,,/2006 STRUCTVRAL COMPONENT MSTC1" SI MPSON fL 1'101 02/18/2006 PRODUCT CATI:GORY SUB CATI:GORY MANUF AC TVRER FL 1* EXPIRATION DATI: ROOF YENTILATORS SOFFITS KAYCAN LID FL 1'165 04/05/2006 ROOF YENTILATORS SOFFITS KAYCAN LID FL 1146 12/1'1/2005 PRODUC T CA TI:GORY HANGERS SI HPSON ROOF VENTILATORS SOFF ITS CAHERON ASLHLEY BUILDING FL 400 11/24/2005 STRUCllJRAL COMPONENT HUS26 SI MPSON FL 414 10/03/2005 OTHER HODIFIED BITVMEN CERTAIN TEED CORP-ROOFING FL 4'1<1 10/02/2005 STRUCTVRAL COMPONENT HUS26-2 SI MPSON FL 4'14 10/03/2005 OTHER TYVEK HOUSE HRAP DUPONT FL 2145 PENDINe STRUCTVRAL COMPONENT HUS22> SIMPSON fL 414 10/03/2005 OTI-tER GLASS BLOCK PITTSBURGH CORNINe CORP FL 250 0<1/24/2005 STRUCTVRAL COMPONENT HUS20-2 SIMPSON FL 414 10/03/2005 STRUCTVRAL COMPONENT HUS210 SIMPSON FL 414 10/03/2005 S TRLJC llJRAL COMPONENT HUS210-2 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT HGUS26 SI MPSON FL 414 10103/2005 STRUCTVRAL COMPONENT HGUS26-2 SI HPSON FL 414 10103/2005 STRLJCTVRAL COMPONENT HGUS22> SI HPSON FL 414 10103/2005 STRUCTVRAL COMPONENT HGUS2b- 2 SIMPSON FL 414 10103/2005 STRUCTVRAL COMPONENT HGUS210-2 SIHPSON FL 414 10/03/2005 STRUCTVRAL COMPONENT HUSC26-2 SIHPSON FL 414 10103/2005 STRUCTVRAL COMPONENT HUSC28-2 SIMPSON fL 414 10103/2005 STRUCTlJRAL COMPONENT MBHA SI MPSON FL 53" 10/01/2005 STRUCTVRAL COMPONENT ITT SIMPSON fL 414 10/03/2005 PRODUC T CA TCGORY ANCHOR SYSTEMS SIMPSON STRUCTVRAL COMPONENT V-i:DGE ANCHORS SIMPSON FL 402 10/01/2005 STRUCllJRAL COMPONENT SLEEVE ANCHORS SIMPSON FL 402 10/01/2005 r D E "'" STRUCTVRAL COMPONENT DROP IN ANCHORS SIMPSON FL 402 10/01/2005 D ANSCO STRUCllJRAL COMPONENT THD TITEN HD SIMPSON FL 2304 04/06/2006 STRUCTVRAL COMPONENT TIN TITI:N SCREH SIHPSON FL 2355 04130/2006 ffi CREATED 04-05-04 ENGINEERING, FA" p.o. eox 3400 - APOLL.O eEACA4 - FL.~IOA - 33&12 PRODUCT CATI:GORY CHEMICAL TIES SIMPSON R-lONE - (&13) 64& 0166 FAX - (&1.3) 64& ~<a8 STRUCTVRAL COMPONENT SET EPOXY SI MPSON FL 402 10/01/2005 e6 4&t0 @lliESE DRA'ldNGS AND DESIGNS ARE lliE JOINT PROPERTY OF DANSCO ENGINEERING. P.A. " lliE STRUCllJRAL COMPONENT ET EPOXY SIMPSON FL 402 10/01/2005 CUENT ON llilS PRO-.€CT. ANY REPROOUCnoN OR UNAUlliORIZED USE IS PROHIBITED. - 2004 STRUCTVRAL COMPONENT AT ACRYLIC-TILE ADHESIYE SIMPSON FL 2304 04/06/2006 SCALE NOTEO DRAU.N B.V. DATE 4/9/04 N:/BLOCKS/STD 2001 FLORIDA PRODUCT AFPROVAL \.. eFFA ..) ~ lit lit " ~ Q ~ :D D ... D c: ~ ., c: " 2 CD ~ ~ ~ L I ~ l.. L ~ ... z:: ~ ~ i!: lJ ..I ... - D D " ~ f> - f> t:. ~ ..I Q ... i!: t,: SHEET PIN 6779D12~ L :)(;:',",':1 ',,,1: :; 5 . "7 : - ~.:e4;::: ::;' 7 r;,=2~:= 32....1S' 4: .:::'.5 75 76 77 78 79 80 81 82 83