The URL can be used to link to this page

Home My WebLink AboutBIN B-5 PERMIT 4362 FOUNDATION NOTES: 1. 5EE 6~EET 6Nl FOR TERMITE PROTECTION 6PECIFICATION5 2. A FOUNDATION 6URVEY 6~ALL BE PERFORMED AND A COpy OF T~E 5URVEY 5j.JALL BE ON T~E 61TE FOR T~E BUILDING IN6PECTOR5 U5E. OR, ALL PROFERTY MARKER5 5~ALL BE EXP05ED AND A 5TRING 5TRECTC~ED FROM MARKER TO MARKER TO VERIFY REQUIRED 6ETBACK5. I : I I I I I I , ,~ I(J I 1= l"t "'- (i) I 1- , I I , fA\ I II 5IM~! = '" . ~# fJ\ fP\ ~ V I '0V ~V i --- .---------;;;, ;-~~~~~;~;~~;-;;~ --------; ~ ~ VA"/////A #. .-:: -= #. V//./JS. -: J'.4"ll'.B" l V It-'.11>1I V l'-~1I PARTIAL FOUNDATfON PLAN 13.) ELEV. 1/4" = 1'-0" o FOOTING SCHEDULE <) MK. · ~In: Fl 2'-rZ>'x2'-rZ>' F2 2'-6':.<2'-6' REI~ING (I) "& tl 6' O.C. E:ACI-I WAY (I) "& . 6' O.C. E:ACI-I LlJA Y DEPTH 12' DEEP 16' DEEP SAW CUT CRACK CONTROL JOINT. CUT TO BE MADE WlTHL\1 24 HOURS OF COr\CRETE PLACEMENT. ., . . . . " ~ Q ... .t .~ .Ill .. '4 .4., .. , . .... ~ '. "" ." r D II' ". D o CONCRETE SEE GE:-<ERAL NOTES A:-<D MIX REQUIREME.'HS FOR PLACEMENT. .. ,... ~ .. ~. .. - ., ! o D ~ " !: i: ~ . o :;:) !: ::l ~ '- SA W CUT CRACK CONTROL JOINT - ... a::: ~ :c ... ~ ~ I) ~ :;:) ... :\l 10 - - ~ Ii!: i!!: U ~ - ... CD ... co lG e - co ... lG CI - -- ~ ; , ~ 10" DIA. 1/2 COL. IIC1EB(TYFICAL AT A GARAGE) 1 ALL WORK SHALL COMPLY W1TH ALL PREVAILING CODES, FLORlDA BUlLDn';G CODE, NATIONAL ELECTRlC CODE AND CITY OF ZEPHYRHIllS ORDINANCES FILL CELL WIMAeONRY MIX TO COYER PIPE. (APPROx. 3 COUFWES) NO VERT. RE6AR REQUIRED REVIEWED MAY 2 62005 ~~ ENGINEERED PLANS ON FILE ; ~ ~ , fr ; , " ~ ~ "'f ~ ~ , ~ ~ I (c ~ , ~ ~ , ~ ~ , r- ~ , N ~ , ~ ((; I ~ ~ , ~ ~ I ~ I ~ -' " 1'2'-4" l'o'-~II 2'.4" 2'.0" 2'.0" 2'.b" 3'.0" 1'-10" 1'.0" 1.4'.11>" 2'.0" 2'.b" 1 ~~~ t 1 1 2'.4" 2'.4" 3'.10' 8" thIcken edge wi l~ cont-;-- · r-~--- ____J..~____,__~~~I!--- --~ --,. ~--------------~..--- -------~ --- · r---' ____~_____~_____,!t-----~JI--,. "ll-- =-.i r-- --------------------- -- -, ~ ~ ~L~ r----------------------------, U _ I [~'GJ I - ELEVATION ~; I (-) 0'-3 1/2" d- r;, 1 ~'.?" MoO. 11'-I~' t'o'_~1I , It- I I . \~ . I =-l I / I ,~ i , I ~ ./ I "',I,ftI -~--- I 7 -J!-!lJ/ ~/ c- 1 , :::- ,:-;';70e; -;o;.-;;,;t::T--?F1~----- "'11/: ~ E~TiONAT ~.~~$uMED) I 'f 3 112' MIN. (4' NOMINAL) ~ CONC. 5LA6 ON GRADE 2 -IS'5 Df~ _ WI 6x6 W1.4xW1.4 ME5~ IN TOP OF 1112' OF 5LA6 OR 4' AT iU INTERJOR l=16ER ME54 CONC. 5LA6 5LA6~ OVER 6 MIL vAPOR 6ARRIER (TlfICAU ~ ON CLEAN, UJELL-COMPACTED, ...::: TE~ITE TREATED, GRANULAR <i =- l=ILL. ~ ~ ; I ~ 0; I r- ?'..411 b~1I1'.?1I ~~"p,l - 12'-110" oc ill ......3 m~ s -' ~ !:: n '--- --"c- - - - ~ !:: ~ ~ . I , I t---~! 4' CJ I ! l ---[-------r----t---. I - -I ~! 'C~ ~ i ~ , ~ I 1 (' I ! I I ; 24'.411. ;- , I ~ j j I ~ 4'- II 2'.bll I ~ ! i , , I "11>'.1 "/4" .J... 'r ~ ELEVATION (-)~'-3112" INOICATE5 1 .IIS VERT. IN CONC. MA50NRY 6LK. FILLED SOLID WI CONC~ !-lOOK INTO 6EAM AeV. AND FTG. 6ELOW. ~ --" "1 ~ S ~ -01'-2" ---~-------'io->~/ - I //...~ I ... / I ' I /~I I', I / ~ _.J__ "- 'I ...~r~, II ,/ / /.7 /'\; ? I /- ~ l) ~~~~' ?/4Ic1Jt \( l) )/ ~ '~ ~ 1'.0111 =ij 1'0'.1111 0- I ! 1A'. ?" 4'_2" 01'_110" ! ! fC\ ~ CI'.I/'}II 3'.10" b'-0" ELEVATION 1 ~ ~ , ~ 6Rrct;i.. FAVEr!(6 n----r. 1 I: ! ' ~ I I NOTE: I REFER TO ELEvATION5 !=OR T'rPE OF COLUMN5 IN5TALLED AT ENTRY I TO ENOORE PROPER I f=OUNDATION REINf=ORCEMEN1 I BEFORE ANY CON5TRUCTION BEGIN5. , ~ = ~ 1 ~ ~ . ---~ I / _I , / /.:---' ~~' , / /.. '",________________J/;$ ~J'-ilr -- -- lI-jity' ~. ~~ fP\fJ\ 4" \ 52 ^ 51 } '" '/ '-;../' C\'.~" 1-------- ----.--1----' _____________________J ~. I 3/4' RECESS FOR GAR. 01"< ... Wh ~ ... .A - - - - 2'_411 2'.211 ll'-4" J'..411 2'.~1I I It::.'.~1I IG\'..411 I'.~II 4'.111>" .1'.AII 1'.8" / t-'_?" I 4t?)'_~1I "-4" 1I'.I~1I ~ ELEVATION ~ (-Fer -3" 1/2" [FOUND~ l~ON Pl~N 114. . 1'-0. =" I !::: . , (<- 0: , N I I ~ ~~.6, I. F ... ... P"II . ; , ~ ~ , ~ ~ I ~ ~ , ~ ~ , ~ ~ I i:r ~ I ~ ~ , ~ ~ , ~ ; , ~ ~ , ~ " <f) ~ gB un ~"'& t:x - ~~a ~~~ ~.1l1 3~ Ii! -J[ . ill It ~ ~~~ ~3i LATEST DATE: IN PROCESS DESCRIPTION: REVIStO~ DATE: .. \ \, 09/24103 07/20/04 E.W.O. #1373 \ " .~ f -- , i , t fA\ "If ~ ELEY 'C' CM,y o 5AMUEL A. GREENBERG, P.E, o Tl-lUY ~. ~U-rNI4, F.E. ~iZl122 o IRWIN J. BEN60N, P.E. "4~15e -:34245 ~ MIN. 1/8" IN WIDTH G0\ IN DEPTH , . ~". .~' ~. 'A , , SAW C\..T ~ / FL'ilSHED CO~CRETE FLOOR / ~ WELDED WIRE FABRIC PER TYP. WALL SECTION t :'.~ ;"l" . ~.''-~ ~v.: ri_ ".' ...-,7 -:a.:-r:i.. :~J ,.~~.. ...~.: :.'. . ;,........-;ra\ .~ ....,-" ~ :;...' ").,T ..., .~" ,~. iO<'" ~ ""'-' . ~ ~~ '~ .1 [/4' Cv J-:--- --------- I , I ! I I , I I I , I .I@~ ,--- I t<t ILl = I ~ l[b' 10i 0- 131 I I i t::.'-I~II I I .~ I I I I I i I r:;} I-! ! ; !-j.6+;: =1 r! 4 CJ -f~~t""::::- -----. -- · !~-- V.C, Q I ill ~ ~ , · I n , -E-=.-- - I I I I I I I I .1 TO M 6EST ~ THE OOmR'5 00J.t..EPGE ~ 6ELlEF, TI-lE 5~ ~ AND 5A:CflCAT1~ W1FL '( WlTI-I me A..ORlDA aJlLDIN1 CODE, $ECTiCN 16~ FOR ~~ M.PJ.l. 3 $ECOO GU5T, ~ '6' WIND Z~ (2001 EDITIOO. Tl-l15 DRAWIN1 ~ DE51GN 1$ VALID FOR 12 ~Tl-l5 tm"R Tl-lE DATE 15 516NED ~ SEALED. SI(t.fO ~ 5EALED ~ THE 5~ FORTIa-4 Cf Tl-l15 D~at'(. , ~~ If) a~ 1:: Q~j tI ~~ C0J]oc ~ ~ OO~ T-'N o~ l)~ U)~ Zill <{z Q~ N ~~ ii)~ , <Ii!) nl oc'" o~ -J~ u.'- I I :rX ~;t ill !1l o .J~ -J~ ~~ <Ii!) ,'t ~~ ~~ ii)~ x' 2~ ,0 Cb: a.. a.. . !1l ill ~ ifi 't ~ ~~ .c, ,;. i.S~ ;!!;gj ~~ "0- i5~ ~~ ~~ :S~ I=<E ~~ g:~ >-i15 ~'" ;g~ ~~ "'>- 5~ El>-, ~~ ~'" l:3~ v:: ~~ ~i5 <Eo @ @R) ~ @ ~ . . . . ~ l!i [!!, [!!:, D ~ (!$ ~ . ~ i!el i!V ~ @ ~ ~ ~ ~ d w w @ l!i) w 2J Ii? (W @ ~ ~ @ d '" ~ ~ g @ Il=> ~ ~ ~ tD @l '" tD lD ~ l!!J g c::!J ~ ~~~ @ ~ = ~ ~ g l? [OS ~ ., @ @ @ ~ ~ @ @, l? ~ ~ DATE: 05-115-02 SCALE: AS NOTED DRAWN BY: [B~ILIL VANCE AUTOCAD F'..LE NA.\1E 11827 ENGl:'oiEER OF RECORD: DANSCO ENG~NEERING. P.A. SHEET DESCR1PTION : !FOUNDATION PLAN ~ WALL LEGEND - INDICATES FILLED CELL wi (1) #5 VERT. ~//////////,JIj INDICA TES TOP OF MASONRY @ 8'-0" DIIIIIIIIITIIOO INDICATES TOP OF MASONRY @ 8'-8" I- -I INDICATES SHEAR WALL ~ INDICATES INTERIOR BEARING WALL STRUCTURAL NOTES CD CD PROviDE (I) "S CONT. IN FILLED PRECAeT LINTEL AND (I) "S CONT. IN FILLED KNOCK OUT BLOCK ABOVE (2) 2 x 6 !-lEADER WI V2' PLYUJOOD FLITC!-I UelNa (I) SIMP50N LSTA18 AT EACH END. PROviDE (2) 2 x 4 B.u.C. WI (I) SIMP50N L m~B AT BAeE. o 8) PROViDE (I) "S CONT. IN UPSET FILLED P. LINTEL. (2) 2X8 BEAM (INSTALLED FLAT) WI SIMFeON Huec48 CONCEALED FLANGE HANGER {I EA END WI (4) 3/16' 4> x 1'/.4' TAPCONS _ 6-1~d NAILS CT.Ol3. {I 1'-0' AFF.J 0) (2) 2Xe BEAM 1JJ(1) SIMSPON LSTAle {I EA END. PROViDE (2) 2X4 p.T. CRIPPLE STUDS WI(I) SIMp50N META2~ . EA. BAeE. &PAN BEAM FROM MA$ONR'J" WALL TO MAeONR'J" WALL. O.S.6. WI DRYWALL FOR Ale SHELF DRYWAlL- ~ I "t r- I ll) ::>> i!: - &. 01 ,. ~ :c :3 -' L. , I :-.J - FLOOR PLAN NOTES: 1. SEE SHEET SN2 FOR COMPONENT 4 CLADD ING 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 F13C 105.0). 4. *-DENOTES EGRESS WINDOW - c ~ :c - - ::;) :.) " ~ :l - :-.J !O ... - :c; < i!: i!: U -' - "- <]) - :0 ~ e - a:I - ~ o - .. ~ ~I /l WIND ~ '\) ~I PLF 7/ *~ .1- :J:~ <f), il)Q N:J: CID ~ I ;. . Q;) 10-' =-LL~ X~I- = <{ ~ ~w ' , -.J Q ",ox - ~ 41-1011 3'-~x3'-~" A/C PAD 14'-fZ)" 4e>'-e>" 12'-4" 1.3'-e" 11'-10" S'-iO" FIl.L CEl.L WIMA50NRY MIX TO COVER PIPE. (APPROX 3 cou~e) NO VERT. RE6AR REQUIRED WI 4' REVEALS TOPe . SIDES 2:; 5 . * HD. T 6'-8" -=1<'4 ~ I &'-41~ ~ 0~ !L > 0 ~ -.J = [J)~ 2-4x6-8 A<.T, ~ , *~ , t~ il)1- N~ 'ci NX "t , - N 't BR. 2 I 10'-3"xll'-~" r- 8'-0" FLAT CU~. VAUL vAULT ~+----<=- 3:1213:12 SIM. PORCH 13'-I"xe'.~" "-2' CA TH. CLG. 8'-2" 11'-0" 13'-8" 3'-3" -4x6-8 FKT - -IN r- ~ I '1" I "t ~ -.J o I- <{ -.J LL tl I Q;) lY. ~ U() -::I ;:<f) lY.' o~ <{I- "t I - N I I I(f\ I ~ I LEISURE ROOm 14'-~"x2S'-4" I CA TH. CLG, I I = I~ I- I -~ BR. 3 I 1~'-ll"xll'-4" ~ vAULTED CLG. .cJ= -.J "t ' ~ _, \!J 3CO-! = IllEl) ~JWlY.O wCOQLLf- ::II- <f)~ I-Q... lrQ ll) "t I 12'-,&" Rio l' -1" 10 '-12'1, KNEE WALL {j) 42" AFf. WI TEMP. GLASS SHOI1ER ENCLOSURE ABOVE ~ , I- ::I~ <f), il)Q ('i)X ~ , ~ I ~ DINING 13'-2"xI0'-~" 'I AUL T CLG. BRKFST v AUL TED CLG. -:;-=-6x6-8 - - - BFD 10 '-10" TILE LINE TO MATCH ED6E OF POT 5!-1EL ABOVE " <f) ~ 8g n HANSEN I30X ~ '" & l:x- &~a ~<{~ 't'-ia ~~& -J j[ . u1~li ~~~ -J8() u: z 13'-10" = - ()<:? I~ff; = 3~1- ::I_= I~lt:~ ~<f)r- ~ LL' uf~ ~~ I- Q... I I lrQ DRYWALL RECE '(!;NI T Tl-IRU WALL lS'-e;l" GARAGE = 18'-~"xl~'-~" ~ <P INDICATES AREA OF , /I MODIFIED TRUSSES LJ FOR A/C SHELF - oEE DETAIL "t I ll) N '--I L ~ ATTIC ACCE&& 22x36 MIN. ....-1 Roar TRU&SE& ABV. {j) 24" O.C. v I I I I 3SSH* HD. AT 6'-8" oEE ELEvATIONS FOR T'rPE AND oT'rLE I' _ a." OF COLUMNS AT ENTR ~ 110'-0" 4'-8" 11'-le>" 10'-2" 1~'_4" 4e>'-e>" !IL --[ 3 1; WIND ~ 38 PLF 2> FLOOR Pl~N 1/4. . 1'-0. LA TEST DATE: IN PROCESS DESCRIPTION : REV1SION DATE : 09/24/03 07/20/04 E.W.O. #1373 NOTE: ATT ACH 1 x LED6ERS ON (3) SIDES FOR LEVELING. SUPPORTS, TOP OF LED6ER {j) 18 112" AF F. "t I 01 TEMP. GL 5!-lOI1ER ll) ENCl.OSURE 2 o 5AMUEL A. GREEN6ERG, FE. ~424!; o n-lUY +-I. HUYN+-I, P.E. ~e>ln o IRWIN J. 6EN50N, F.E. .4~1!;e TO Tl-IE BEST Cf Tl-IE ~INEER's KNO\llElX1E klD BELiEf, Tl-IE SOOCTURAL PLANS AND SPECflCATIONS cctfl Y IJ.Wi Tl-IE FLORIDA BJILDIN:j CODE, SECTION lb0b FOR 120 M.P.H. 3 SECOND GUOT, EXPOOURE '6' WIND ZONE (2001 EDITiON), Tl-lIS DRAWI~ AND DESIGN 15 vALID FOR 12 MCNT~ tfTER me DATE 15 SIGNED klD SEALED. sl6NED AND SEALED FOR Tl-IE s1"RIXTh~ PORT1CN Cf Tl-ils DRAWING CNL Y. ~ ~ If) a O'l Q) () QC c (() ~ (() Q) C E 0 ...c tJ N ri$.) 1!)(l1 ~~ i5 ~ 1(l1 0"" <tl!) ~~ () 0-: n1 ..:, a.. OC" ~~ l) ~' o~ l:i~ .Ji$.) zoo "a. (j)~ u.'" i5~ , ' ~\1J IX ~~ Zw o<t ~t5 <[~ <tu. ~ /=;; UJ in ~~ 10 'f' if5 Q~ 0 .. ~~ .J~ 10 i:jo= u .J~ UJ ~8 0- lL~ ~~ <tl!) ~s I'f' VI ~~ 2:Stj ~" ~~ 'f'~ Ii'\~ t9!a ~;; X, ~~ ()w ~g IOz ;;13 .() @ ~[ "" ~ ~ @ ~ . ~ ~ . l!i [!!:. D a . p i!i) ~ ~ ~ (!t) ~ @) ~ ~ ~ /FJ d w iW ~ ~ @ 2) \f:.l (W ~ @ ~ @ c!J '" ~ ~ @5 @ !? ~ [!!] al @ ~ al I!!J "" '" I!!J ~ ~ @5 25 c:!J [!!] ~ ~ [!!] @ ~ = @5 ~ @5 I? @5 ~ ~ @ ~ @ = @J @ I? c::!J ~ \. DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : [8 ~ ILIL VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANS CO ENGINEERiNG. P.A. SHEET DESCRIPllON : FILOOR PLAN 2 f = N I "t ~ I - - 1.3'-Ie>" = BR. 4 N , 10'-8"xll'-8" Ii.) 8'-0" FLAT CL ~ W 1'-4" ~ ~ --~ N DE ------- ------ ~ ~ 2'-0" 10'-0" ~ 00 DE , Ii.) ~ N 0 \J N LA TEST DATE: IN PROCESS DESCRIP1l0N : REVISION DATE : 09/24/03 07/20/04 E.W.O. #1373 12 5, RI DGE VENT ~NGLE R07 STUCCO FINISH RIDGE VENT b ~INGLE 12 15 R07 T.O.M. ~10RATIVE ~CORATIVE 0 I FI~ FIN~ co FINISH FLOOR UNE ''''"- LINE OF INTERIOR VAULT AT MASTER BR. T.O.M. T. . 4CORATIVE FIN~ co I <.D B m ~CORATIV FIN~ FINISH FLOOR LI ~CORATIVE FIN~ o I co o I co o I co FINISH FLOOR LINE (f~~UEM~1 CRADE LINE "ASSUMED) LEFT ELEVATION SCALE: 1 /8" = l' -0" RIGHT ELEVATION SCALE: 1 /8" = "-0" REAR E,LEVATION SCALE: 1/8" = "-0" ~ '<t lJ) a 0'1 <D () QC C <n <n <D C E 0 .c - ~ w ~ ~ C0J] roc ~ ~ ~ F~~CIA 00 roc ~ D I EDGE ~ PICAL) 0 ~ t\j] N 4ucco ,<<) 11)01 FIN~ ~~ ~ ()~ I ~~ <tU\ "';1 T.O.M. Q~ "-. BANDING It"" <.S@ l) '-'J' ~~ o~ ",,13 T -J<<) ZO< (30- \ (j)Z u." i5~ EELE DDDD DDD ' ' ~~ z~ :IX h lU u<t b~ - <tLL - <[~ ~ ~;E - DODD DDD w in ~~ co - 10 "t \ T Q~ 0 iff!; - \ DECORATIVE . ~~ ~ DODD ODD -J~ 10 'So: FINISH -J~ u 111 o- w ~g lL~ ~~ <t11) "'>- ,"t ~~ FINISH FLOOR LINE ~~ El"" ~~ "t~ ~2: (1)<<) 1:3", GRADE eRA~E LI '-- ~:; AS U M E x, ~~ 2~ 11j~ ;E~ ,0 @ ~[ SCISSOR TRUSSES AT 24 O.C. BR 3 -.;t I co F AM I L Y ROOM MASTER B BR. SECTION SCALE: 1/8" = 1 '-0" AA FRONT SCALE: , /4" = 1'-0" "A" ELEVATION JOINT5 IN 5l-4EATI-lINCI MIN. 6'-~', MAX ~'-~' :Jl = , TO M: 6E5T a: m: aG~R'5 OOJ!.EDGE /1M) ea.IEF, M: 5mJ:;~ FLAN5 /1M) OFECIFICATIa-i5 W1P!..Y UJln4 il4E ftORIDA BUILD~ CODE, $ECT1CNI606 FOR 12~ HP.H. 3 $ECCW 005T, EXPO$.ll;;f '6' UJINO l()f (2001 EDITIOO. n415 D~ /1M) DE51GN 15 vALID ~ 12 ~ tfTER il4E DATE 15 51GNED /1M) WilO. 51GNED ~ 5EAl.fD ~ m: 511'OCTLlRAL POl<Tlc:t4 a: Tl-l15 DRAW~ CNI. Y. BACKNAIL UJI (2) 16d NAILe 2'x4' OUTLOOKER. 24' OIC I~ 1-13 CLIP INGLE 2'x4' TOP PLATE END NAILED UJI (2) 16d INTO eTUDe . (2) 16d TOENAILED INTO OUTLOOKER e.EE 5TRlJCTURAL NOTE5 AND NAILING 5CI-lEDULE FOR eI-lEATl-llNCr DETAIL 2'x4' CRQQe B AT RIDGE FAe AT EACI-l JOINT UJI (2) ltZ1dx3' 51MP6ON 5Pl 51MP~ I-ll~ OR EQUAL . EA OUTLOOKER 2'x4' KNEE UJALL UJI eTUDe. 24' OIC 24')(24' OR 16'x16' MAOONRY COLUMN FilLED WI 2;~$1 CONe. $EE PL~ FOR .t>Mo.J.IT AND LOCATION ~ REINFORCEMENT NOTE: 6'xI6' UNITe MAY BE UOED UNLE50 UJOOD COLUMN 15 FRAMiNG ON TOP Cf COLUMN . BEAM, &EE PLANo 2'X4' DIAGONAL 6RACINGa (I MID.I-lEIOOT WI (2) 16d PER CON'-lECTION 'L' BRACE TO EXTEND . LEAST c:ltZl% or UJEB LENGTI-l (e.EE TABLE) 2'x4' ca.lT. BLOCKINGs UJI (2) 16d PER JOINT 51M1=5CN 1-l3 2'x4' CANT. . 24' OIC &IMP&ON MT&18 TWI&T &TRA FROM 6EAM TO COLUMN P.T. D6L. 2 X 4 B.u.C. ATTACI-1 2-PLIE& ON EA. FACE WI r~d NAfL& 11 8' O.C. E ELEV. FOR FINI&~ TYPICAL MASONRY COL. SCAlI: 3/4'=1'-0' 2) 16d TI-lROJGl-l BLOCKINClGYPeuM WALL BOA (2) 16d TI-lROJGl-l TRUea u..e V 2'><6' P.T,5ILL 2'x4' 'T' ON TOP or PANEL BLOCKING, l=AeTEN UJIT S/~' OR 112' CEILiNGs DENOE / ItZldx3' · 4' OIC GYP6UM WALL BOARD l=AeTENED ~ UJITI-I ed COOLER NAIl.5 OR 1 1/4' LONCI DRYWALL $CREwe COMPL YINCI UJITI-l AeTM Cl~2 FOR FI~T ~'-~' ~ END WAl.L . 4' OIC TYPICAL (2) 16d NT. 2'x4' END NAIl.ED WI (2) 16d . EA 5TUD oTYRO FOAM LURAF AT ROUND COLUMN& (2) &IMF&ON META2~ fil BAOE OF COL. D 6AMUEL A G:REEN6ERG, F.E. -:3424& D n-lUY 1-1. I-lU'YNI-l, F.E. ~~122 D IRWIN J. 6EN60N, F.E. .4~1S8 ALUHINUM ~IT vAPOR BA~iER UNPER GsAeLE TRUea BOTiOM CORD (ROOFiNGs PAPER OR ROOF CEMENT) &IMFoON ABE44 COLUMN BME WIT~OUT .ANC~ORO TO MAOONRY COLUMN BELOW < > ROOF vENT SCHEDULE < > Verlr~ wit.h General Cont.ractor all roor vent. locat.lon~, C\uant[lle~, and ~lze~. Roor vent~ sNlI be ln~talled ror a mInimum or vented area a& ll&ted below: Mark Location Off' rldee vent& or &oifTt Vent eqUd I 6~stem (sq. In) (~q. In) Rvl l&l Level 1~ 14fZ) Roor NOTE. 5EE GABLE BRACINCI DET AILe FOR ADDITIONAL GsAeLE BRACINCI IN"Ol'<MA TION 112'. ANCI-lOR BOLT. 32' O.C. MINIMUM 6' FROM PLATE 5PLICE5 UJI 3/16'><2' DIA PLATE WAeI-lER WOOD TO MASONRY COLUMN SCAlE; 3/4'=1'-0' . ; CANTILEVERED GABLE END BRACING DETAIL SCAlE; N. T.S. ) ) ) E ~ ~ ) . E ~ j ~ . - :> . I) ! =' . =' ;, - , "" (!V ~ @ a . ~ ~ a :!!:. I!i [!!:. 0 ~ ~ . 0 [? ~ ~ @ ~ ~ ~ ~ ~ ~ d ~ ~ ~ l'i) Gf) 2) t;.l (if) ~ @) ~ @ d '" ~ ~ g @ I? ~ I!!l '" @ ~ '" I!!l '" CD I!!l @ @ ~ 25 r:::!J [!!J ~ ~ @ ~ = g ~ g I? @5 ~ ~ @ @ @ = @ @ @, I? dJ ~ '- ../ ,f DATE : 06-116-02 SCALE : AS NOTED DRAWN BY : [BOILIL VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENGINEERiNG, P,A. SHEET DESCRIP1l0N : ELEV A '1r~ON PILAN 'flA'l6 SA LA TEST DATE: IN PROCESS REVISION DATE : DESCRIPllON : 09/24/03 07/20/04 E.W.O. #1373 <Xl I to 45'iCORATIVE FIN~ LINE OF INTERIOR VAULT AT MASTER BR. STUCCO FINISH 5~ RIDGE VENT hNGLE R7 12 15 5~ RIDGE VENT hNGLE RO;7 o I <Xl EJ 4CORATIVE FINISH ~ EJ T.O.M. ~~ L[) a~ c I7lc .~ UJCJ - 4ECORATIVE FIN~ T.O.M. T.O.M. o I <Xl 4ECORATIVE FIN~ FINISH FLOOR LI 4CORATIVE FIN~ o I <Xl FINISH FLOOR LINE FINISH FLOOR LINE c;RADE LI ~ASSUMED LEFT ELEVATION REAR ELEVATION SCALE: 1/8" = 1 '-0" OUTRIGGERS) ~SEE DETAIL RIGHT SCALE: 1 /8" = 1'-0" c;RADE LINE ~ASSUMED ) ELEVATION OUTRIGGERS) ~SEE DETAIL SCALE: 1/8" = 1'-0" $EE 5TRUC1URAL NOTE5 AND NAILING 5Ct4EDULE FOR et4EATI-1ING DETAIL JOINT5 IN 5I-1eATI-11NG MIN. E>'-~', MAX. ~'.~' ~ N 00 \J w ~ ~ roc ~ ~ OC ~ o N INGLE 2'x4' TOP fLATE eND NAILED WI (2 I~d INTO e1UD5 . (2) IE>d TOENAILED INTO OUTLOOKER BR 3 "<t I <Xl FAMILY ROOM MASTER 0 BR 0 4" BANDING DOUBLE ~EYSTONE ~TYPICAL) (+ 12") N rc() If) ~~ ;;8 ~~ -<{If) "'>- l't ~~ ~~ ~G ~~ 03 ~'" (i'\c() t3~ '"' i;; X, ~i5 2~ ~~ ;;<3 ,0 @ ~[ 2'x4' CROQe 6 AT RIDGE PM ' AT EAC+4 JOINT WI (2) l~dx.3' SIMP50N SF1 elMPSCN 1-11~ OR EalJAL. . EA OUTLOOKER 2'x4' KNEE WALL WI S1UDS . 24' OIC 2'X4' DIAGONAL 6RACING . MID-I4EIOOT WI (2) lE>d PER CONNECTION 'L' 6RACE TO EXTEND. LEMT W% Ol" u.E6 LENGTI-4 (eeE TA6LE) 2'x4' ca.lT.6LOCKING WI (2) 16d PER JOINT IMPeON 1-43 2'x4' CANT. . 24' OIC le>dx.3'. 3' OIC TI-1RO\.JGJI-4 CHORD INTO 2'xc.' P.T. PLATE (2) 16d NT. 2'x4' eND NAILED WI (2) lE>d . EA eTUD SCISSOR TRUSSES AT 24 a.c. AA - 0 - \ - co co \ - ~ LINE OF INTERIOR VAULT 6" BANDING STUCCO FINISH 5~ ~ FASCIA DRIP EDGE PICAL) (2) 16d TI-1ROUG+-l T'Rl.loe WE 2) 16d TI-1~ 6LOCKINGGYPSUM WALL 60A V 2'X6' P.T. elLL-' 2'x4' 'T' ON TOP Ol" PANEL 6LOCKING, FMTEN WIT !;/!~' OR In' CEILINCs DENee / l~dx.3' . 4' OIC GYpe,UM WALL SOARD FMTENED .-/ WITI-4 ed COOLER NAILS OR 1 1/4' LONG DRYWALL ecREW6 COMPLYING WITI-1 MTM CI~ FOR PIReT ~'-~' FROM eND WALL . 4' OIC TYPICAL ALUMINUM eof!=lT VAPOR 6ARRIER UNDER GsA6LE T'Rl.loe sorrOM CORD (ROOFING PAPER OR ROOf" CEMENT) NOTE: eEE GsABLE 6RACINCs DET AILe FOR ADDITIONAL GsA6LE 6RAClNU I~ATION 112'. ANCl-lOR SOL T . 32' OC. MINIMUM 6' FROM PLATE eFLICE5 WI 311E>'x2' DIA PLATE WAeHER LEEB ,DDDD -4'(+; DDDD 50 ~ DDDD OUTRIGGt=R (TYPICAL) (SEE DETAIL B) SECTION SCALE: 1/8" = 1'-0" - ~ \ D DD DDD DECORATIVE FINISH ~ ~ @ CJ [? ~ d 2) @ d ~ @ ~ l!tJ g ~ [~ ~ ~ ~ ~ @:f) @ @:f) ~ C!.S CANTILEVERED GABLE END BRACING DETAIL SCALE: N,T.S. c;RADE L1N~ ~ASSUMED ) .. :l 2x4 @ 24" O.C. DROP GABLE FRONT SCALE: 1/4" - 1'-0" ELEVATION "B" (@ @tI [i::J (@ rw ~ ~ \?@~ rev ~ [FJ (Sf) @!I "" r .. 10> .. 51MPeoN MT5ta TUJI5T 5TRA !=ROM 6EAM TO COLUMN _ 6EAM, eEE PLAN5 .. ~ !: 1/2" MIN. GYPSUM CEILING DIAPHRAGM 8" BLOG 1 \2" DRILLED ANCHOR @ 4'-0" 0.C.2x8 2x12 16d NAILS @ 8" O.C. (TYP.) STYROFOAM PROFILE 2x10 24'><24' OR lE>'xlE>' MAOONRY COLIJ1N FillED WI 2SOOp$1 CONe. < > ROOF vENT 6Cl-tEDULE < > Verlr~ wlth GSI'\eral Contractor all roor vent locatlon~, C\Udntltle~, and elze~. Roof vent~ ~hdll be rnetalled for a mlnfmum of vented area ae Ifeted below: Mark Locatron Off rIdge vente or oofflt Vent eG\ua I ~~&tem (&<1. 11"1) (&<1- 11"1) RVl I~t Level 14~ 1~ Roof "" ~ @ ~ ~ g ~ ~ ~ g iF' ~ ~ "" @ l!!l ~ ~ i?;o g @ @ @ @, "" '" GABLE END TRUSS STRUCT. SHEATHING FRAMED, LATH AND STUCCOED P.T. D6L. 2 x 4 6.u.C. ATTACl-1 2-PLlE5 ON EA. FACE WI I~d NAIL5 6l e' O.C. ~ 10> (2) 51MPeoN META2~ 6l 6A5E OF COL. EE ELEV. FOR FINI5+4 5TYRO FOAM I.I.JRAp AT ROUND COLUMN5 OfE PLA'-I FOR AMOIJ.lT A"-ID lOCATla-I Cf IOElf\FORCEMENT NOTE: 6'x16' UNIT5 MAY BE U6ED IN-E55 uJOOO COLIJ1N 15 FRAMI~ ON TOP Cf COllJ1N 2l ~ [J=> @ [J=> ~ ~ . :>> ~ r ~ . :l , .. J J J , , :l ~ , @ OUTRIGGER SECTION o ET AI L D 5AMUEL A. GREENBERG, FE. lP34:24~ o T~UY ~. ~UYNl-l, FE. ~e>1:2:2 D IRWIN J. BEN50N, FE. "4~1~8 DATE : 00.-115-02 SCALE: AS NOTED DRA'NN BY : [8~L[L VI ANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENG~NEERiNG, P.A. SHEET DESCRIPllON : ELlEV A T~ON !PlLAN 'lP[B'lP 385 :II . :>> 51MP5ON A6E44 COLUMN 6A5E W1TI-lOUT ANCI-lOR5 TO MA50NRY COLUMN 6ELOUJ TYPICAL MASONRY COL. SCALE: 3/4'= l' -0' WOOD TO MASONRY COLUMN SCALE: N.T.S. SCALE: 3/4'=1'-0' TO me BEeT ~ 1l-E ~INttR'e OOJ!.ElX1E ~ BELla:, 1l-E e~ ~ ~ 5FECIFICAT\~ ca1PI.. Y WIT\.! Tl4E A.ORlDA 6UILDm CODE, eeCTICN 1606 ~ 120 MPH , eecoo OOOT, EXP06lll<f '6' WIND Z~ (2001 EDITICW. THIS DRAllW:i ~ DESIGN IS VALID ~ 121"OiT\.l5 AFTER me DATE IS SI(J.ED ~ SEALED. SIGNED kV 5EALED ~ 1l-E smv;11M FORTICN a: T\.!IS DRAJJJI~ OOL Y. - ; - , :> :> :) E :) ~ .. ~ , c .. ;: j .J , I) , I) ~ 1:1 , 1:1 1:1 . , -..-.J RIDGE VENT ~NGLE RO;7 T.O.M. 5~ 4CORATIVE FINI~ ex) I CD 4CORATIVE HJ FINI~ ff] o I ex) FINISH FLOOR LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 1 '-0" RAFTER/RIDGE BOARD SCHEDULE FOR CONVENTIONALLY FRAMED AREAS RAFTER SIZE MAXIMUM SPAN 2 X 4 6 FT. 2 X 6 9 FT. 2 X 8 11 FT. 2 X 10 14 FT. 2 X 12 16 FT. NOTES: 1) RAFTERS MUST BE CONTINUOUSLY LATERALLY BRACED BY PROPERLY NAILED SHEATHING OR BY 1 X 4 BRACING @ 24" O.C. 2) MAXIMUM SPACING OF RAFTERS SHALL BE 24" O.C. 3) ALL RIDGE BOARDS SHALL BE 2" NOMINAL AND NOT LESS THAN THE DEPTH CUT OF RAFTER. 4) RAFTERS SHALL BE PLACED DIRECTLY OPPOSITE OF EACH OTHER & COLLAR TIES SHALL BE USED @ ALL CONVENTIONALLY FRAMED AREAS. 5) BEAM SIZES SHALL COMPLY WITH THE PRECEDING TABLE (U.N.O.) 6) RAFTERS SHALL BE STRAPPED TO WOOD BEARING WI ONE (1) SIMPSON MTS18, TO MASONRY BEARING Wi (1) SIMPSON META20 AND TO RIDGE BOARDS WI (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE. SCISSOR TRUSSES AT 24" O.C. BR 3 -.:::t I ex) FAMILY ROOM MASTER 0 BR 0 SECTION SCALE: 1 /8" = 1'-0" AA .. 1 JOINT5 IN ~AT~INU MIN. ~'-~'. MAX. 8'-~' ~ :0 :0 ~ 2'x4' OUTLOOKER . 24' OIC IMPOON H3 CLIP INGLE 2'x4' TOP PLATE END NAILEO WI (2) I~d INTO eTUDe << (2) I~d TOENAILEO INTO OUTLOOKER e-EE 5TRUCTURAJ.. NOTE5 AND NAILING ecHEOULE FOR eHEATf4INU DETAIL - ~ , , ~ , :0 elMP60CN eFt elMPOON ~1~ OR EQUAL . EA OUTLOOKER 2'x4' I<Jo.IEE WALL WI eTUDe" 24' OIC 2'X4' DIAGONAL 6RACIN<S " MID-l-IEIOOT WI (2) l~d FER CONNECTION 'I..' 6RACE TO EXT'ENP . LEAST W% O!= we6 LENGT~ ($EE TAeI..E) . , :: 2'x4' C~55 6 AT RIDGE FAe AT EAC+4 JOINT WI (2) l~d><3' ::II ~ :J ) , . .I .I .I , ) , 2'x4' CONT.6LOCKI - ; - , 2)1~d NT. 2'x4' END NAILED WI (2) l~d " EA eruD ) ) ::I E :l (2) l~d T~~ ~ we 2) I~d T~RO.lG~ 6LOCKINUCsYP5UM WALL eoA V 2'X~' P.T. elLL 2'x4' 'T' ~ TOP ~ PANEL 6LOCKING, FAeTEN WIT &/8' OR 1/2' CEILiNGs DENeE / l~d><3' . 4' O/C CsYP5UM WALL SOARD FAeTENEO ~ WIT~ 8d COOLER NAILe OR I 1/4' LONG DRYWALL 5CREW5 COMPt.. YINU WIT~ AeTM C!OO2 FOR FIReT 8'-12)' ~ END WALL " 4' OIC T'rF'ICAL ALLMINUM 5<?fT'IT VAPOR 6ARR!ER UNDER CsAeLE TRUe5 SOTTOM CORD (ROOFINU PAPER OR ROOF CEMENT) . ... , , c . ;;: j J , NOTE, e-EE CsAeLE 6RACING DETAIL5 FOR ADDITIONAL CsA6LE 6RAClNU INFOfiMAT1~ 112'. ANCl-iOR SOL T " 32' O.C. MINIMUM~' FROM PLATE eFLlCE5 WI 311~'x2' DIA PLATE W~R I:J .. I:J ~ " .. CANTILEVERED GABLE END BRACING DETAIL SCALE: N. T. S. IS :J . , ~FINISH , Xl FASCIA LINE OF INTERIOR W DRIP EDGE V AU L T ~ ~~ 12 (TYPICAL) ~ I I ~ STUCCO STUCCO ~5 MINISH 5~ ~ FIN~ ~IN~LE I -.l2.3 k 12 1 fQ\ /~ =~ 5'--: ~VQ R7 ~INGL r-...... ~ V -6" BANDING DOUBLE ~~ '<.- ,,;> v R~ S~l 1-"-;: ~EYS:p ~ - -r; TYPICAL ~ T.O.M. 1"') ~ SADDLE ; 1 -.:::t '\ / F.G. \ I I ,- U - RL - ~. ex) ..- EEHJ = = - - [ JCJ I '- 0001 = - II Jr - .- - ,... - - 0 - =p ~= 1= I ex) = = "- I DDD IDD L-- ~ ex) I ~ I I Ie. - ~ ~ to I K ~ - ~ I~ '-- '^ DDD DDD tb -..... ,... - ~ I - '" = = = CD - ! .....~ I A =1 ~ I f\ FINISH FLOOR LINE 1 '-:~ - 1 '- ~' -E .. 1 '-8' - ........- .- \ / "L "- I ~rr:-I SQ. ::iU. ~DECORATIVE 1 '-2" DIA:--' /1 10 DIA.~ 8RADE LI~EJ 10" DIA. COL. COL. 0 ASSUMED 1,z/ COL. FINISH TEMP. F.G. ~ ( PICAL AT GARAG E) RIDGE VENT 71Nn. OF INTERIOR hNGLE 12 AU T AT -,5 MASTER BR. RO;7 - 3L- T.O.M. 12 T.O.M. 0 B 4CORATIV 0 EJ 4CORATIVE EJ 4CORATIVE 0 I I I ex) FINI~ ex) FINI~ FINI~ ex) FINISH FLOOR LI FINISH FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1 /8" = 1 '-0" RIGHT ELEVATION SCALE: 1 /8" = "-0" 5TRUCTURAL NOTE5 fj\ F'AOVIr>E (V 19 CGW. IN FtU.EO A'<ECA&T LINTEL \.V AN:> (I) t& CGW. IN FfllEI:) f<NOCK OUT eLOCK AeOYE ,/RIDGE VENT ~ STUCCO ENTRY 6'-6"x10'-4" VOLUME CLG. GARAGE DOOR G f\ ~ A 9 E" IN OPEN POSTION\ 18 -0 x 19 -0 r-------~-----------~ I I : ......, ROOF TRUSSES : ABV. @ 24" O.C. v- I I IF CONCRETE: 4 #5 VERTICAL I I K I I S2 I I SIM. 10" DIA. 1/2 COL. (TYPICAL AT GARAGE) , , I , PARTIAL FLOOR PLAN "C" 1/4" = 1'-0" FRONT ELEVATION SCALE: 1/4" = 1'-0" . BEAM, eEE PLANe WALL LEGEND . INDICATES flUID CElL WI (1) 15 VERT. tw7/////////7~ INDICATES TOP OF MASONRY 0 8'-0. l- -t INDICATES SHEAR WALL ~ INDICATES INTERIOR BEARING WALL (2) elMPOON MET A2e> tiJ eAeE OF COL. TYPICAL MASONRY COL. SCALE: 3/4"=1'-0' elMP60N MTe18 TWI6T 6TRA FROM BEAM TO COLUMN P.T. DeL. 2 x 4 Bli.C. ATTAC~ 2-PLlE6 ON EA. FACE WI Ie>d NAILe tiJ 8' O.C. 6EE ELEV. FOR FINleM eTYRO FOAM WRAF AT ROUND COLUMNa &EE PLAN FOR AMOl.NT AND LOCATION ~ REINFORCEMENT NOTE: e'x!o' UNIT5 MAY 6E UOEP UNLEoo WOOD COLiJ1N 15 FRAMI~ ON TOP ~ COLlt1N < > ROOF vENT 5C~EDULE < > Verli~ wIth Generd I COfltrdctor d 11 rooi VeI'\t 10cat10fl&, C\uantltle6. and &IZe6. Roof vetlte eJ1a1l be lnetalled for a minImum of vetlted drea ae Il&ted below: Marl<. Locatfon Oil' ridge vetlte or 60iflt Vent eC\Ud I e~&tem (eC\. in) (eG!. fn) RVl let Level 14~ 14~ Rooi 24'><24' OR 1{,'xlo' MMONRY COLiJ1N FILLED WI 2~&1 CONe. elMPeON ABE44 COLUMN 6A&E WITl-IOUT ANCl-IORe TO MA60NRY COLUMN BELOW WOOD TO MASONRY COLUMN SCALE: 3/4"=1'-0' LATEST DATE : IN PROCESS DESCRIPTION : REVISION DATE : 09/24/03 07/20/04 E.W.O. #1373 ~~ If) a~ c.~ QcJ tJ " ~~ ~[J6 ~ J ~ OO~ ~I 1 N DECORATIVE FINISH N :r;~ ~~ iE O~ I ~~ ~~ ~I Q~ "-. <.S~ l)ci OC'" 3115 ()~ [3- z~ -l~ (3"- U)Z u."" ffi!a I I o1)j ~::) zffi ::IX ~~ o~ i3~ <{~ ~IL ~ ~iE ill ~~ 111 11) 't 2:gs Q~ 0 . !z~ -l~ 111 <:l= -l~ u ill UJ::) ill ~~ iE8 ",'" ~11) ~~ <1)>- l't ?5~ ~~ 8'1"" Ou ~~ U tS:;; ('i)~ i'1~ "" XI g5 2~ tjf- iE~ .0 @ Q::r 0..0.. ~ ~ @ D [? ~ d 2) @ c:!J ~ @ ~ Q!] @5 ~ ~ ~ ~ ~ ~ (!Q)~~~ ~ ~ ~ r.-.. ~ ~ ij'J @i)(@~ l!il W ~ @ @ @ ~ '" ~ @S IF- ~ [!!] '" @ [!!] '" @5 25 ~ [!!] @ ~ ~ @S I? @ @ @) @ @, p ,a [!!] @~ ~ @S ~ ~ "" \.. .,/ DATE : 06-116-02 SCALE : AS NO'TED DRAWN BY : [8~LL VAINCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANS CO ENGINEERiNG, P.A. SHEET DESCRIPTION : ElLlEV A 'T~ON PLAN <we'll' SC D 6AMUEL A. GREENBERG, P E. D T+4UY +4. I-UYN+4, P E. ~~122 o IRWIN J. BEN60N, PE. -4<a15e -:34245 TO 11-E BE$T Cf 11-E ~INEER'$ 00J.lEDGE AND BELiEf, me $iRlJC11.lRAL ~ lID 6ffCIFlCATlo-iS W1FL Y lUli'H nf R.ORIDA f3IJlLDm CODE, OECT1~ 16~ FOR 120 MPJ4. 3 OECOO 005T, EXFO$I.R '8' UAND Z()f (2001 EDITICW. THIS DRA\I.Jm AND DE$IGN 1$ VALID ~ 12 ~TH5 tfTER me DATE IS $IGNEP AND SEALED. 5iGt-S) lID OEALEI> FOR 11-E S~ PORTI~ Cf THIS DRAWm at Y. W ELECTRICAL PANEL SCHEDULE - 150 AMP 40 CKT. U (/) -l c.:: c.:: -l (/) ~ 4: W f- f- W 4: ~ ~ c.:: ~ g: ~ (/) :5 :5 Vl ~(/) g: ~ - 4: Z Ww ~~ W ~. ~ci ::l <(0.. ~~ ::> ~ z ~ DESCRIPTION > DESCRIPTION ~ ~ ::> -l ~~ 0 w a w Cl::N 0 _0 0 w w c.:: a.. :J z ~Vi ro4: a.. <.>z <.>z a.. z :::l a.. c.:: cr:: 1 2 AIR HANDLER CD1 10,000 6 60 2 2 30 10 5,000 1 CONDo UNIT W & FAN 3 4 if) 5 6 RANGE / OVEN 1 12,000 6 50 2 2 40 8 5.000 1 DRYER 7 8 U 01 9 10 1 15 14 0 0 12 GENERAL LIGHTING - WA TER H EA TER 4,500 3,375 10 30 2 (4) (4) GENERAL LIGHTING cr:: 11 12 1 15 14 7 [- CLOTHES WASHER 1 1,200 1,200 12 20 1 13 14 U REFRIGERA TOR 1 1,200 1,200 12 20 1 15 16 SPACE W WASTE DISPOSAL 1 1.200 1,200 12 20 1 17 18 SPACE ~ DISH WASHER 1 1,200 1,200 12 20 1 19 20 SPACE W GARAGE DOOR 1 1,200 1,200 12 20 1 21 22 SPACE SMALL APPLIANCE 1(3) 12 1,500 1,500 12 20 1 23 24 SPACE > GENERAL LIGHTING 10 1,500 1.500 12 20 1 25 26 SPACE 0 DEDICA TED BATH 1(3) 6 0 0 12 20 1 27 28 SPACE n 1(3) (4) ( SPACE N DEDICA TED EXT. 6 4) 12 20 1 29 30 GENERAL LIGHTING 12 (9 ( 4) 14 15 31 SPACE --' 32 ~ GENERAL LIGHTING 12 4) 0 14 15 33 34 SPACE L() GENERAL LIGHTING 11 0 0 14 15 35 36 SPACE GENERAL LIGHTING 11 0 0 14 15 37 38 SPACE ~ ~ GENERAL LIGHTING 12 8) 8) 14 15 39 40 SPACE PANELBOARD NOTES: CD 5,000 WATT HEAT (2) DEDICATED G.F.I. CIRCUIT o NOT USED 8) 1826 S.F. x 3 WATTS/S.F. = 5.478 LIVE & NEUTRAL POWER CALCULA TIONS LIVE NEUTRAL TOTAL 50,978 17,853 FEEDERS NEUTRAL LIGHTS, SMALL APPL. 8,478 LIVE TOTAL CONNECTION LOAD LESS A.C. 40,978 DEMAND FIRST 10,000 WATTS AT 100% 10,000 LIVE REMAINDER AT 40% 12,391 A.C. LOAD AT 100% 10,000 DEMAND FIRST 3,000 WATTS AT 100% 3,000 NEUTRAL REMAINDER AT 35% 1,917 REMAINING 9,375 WATTS 32,391 14,292 AMPS 135 60 NOTE: 1) HARD WIRE WITHOUT INTERRUPT SMOKE DETECTOR TO BATH OR KITCHEN CIRCUIT 2) WIRE SIZES ARE BASE ON AWG COPPER (ROMEX) WIRE 3) PANEL SIZE TO BE 200 AMP METER 60CKET 61NGLE P1-4A6E 2rZlrZl AMP BREAKER PANEL NEMA 1 3rZl CIRCUIT o c:=J c:=J 1 1/2' RIGID NIPPLE WI (2) ., AND (1) ~ CU TI-4W CONDUCTOR -4 CU TO~ COLD WATER PIPE 4 DRIVEN GROUND ROD ELECTRICAL RISER DIAGRAM NT5 :II ~ , . E ; j J ) - ) ~ , . , , . , "-8'Fr 1/ 3'-1" 1/ 2'-6" , '1 / .1~r "- . . ~ . . . . L OPE~ SIN '0 Co _I . . '0 I N <D I "r<) D. 23"~ D.W. (SPLA Y) } 2'-6" J G)KITCHEN mKITCHEN 10 0 001 MIRROR M.C I~j '-- .../ . . )-f \ fo 0 0 0 1 MIRROR M. 'cD I "r0 cD I '0 "r0 I Co '0'> '(l) I I "r0 ~ t o I Co } 2'-9" t (DBA TH } 2'-9" t G)BA TH ~ 10 0 0 0 0 01 MIRROR M.C. , '-- ./ . . '- ./ . . ='co I W.C I =\ TUB I ~ ~ '0 I "(l) Co I 'r<) DRYER VENT UP THROUGH ROOF OR FLOOR FRMG. 18"x12" OPEN FACE I 220 V J 3'-0" j, 2'-6" J @)M. BA TH INTERIOR ELEVATIONS SACLE: 1/4" = l' -0" ~DOUBLE BOTT. PLAIT AND BASEBOARD LAUNDRY ROOM/ DRYER VENT DETAIL ELECTRICAL LEGEND DUPLEX OUTLET SPLIT DUPL. OUTLET TOP PLUG IS 'HOT' 9= e= @:: DUPL. OUTLET ABV. COUNTER @= 220V OUTLET @ special purpose connection ~ TELEPHONE OUTLET 4+- TELEVISION OUTLET -tft- SWITCH ~ 3-WAY SWITCH --0 DIMMER SWITCH g-{] doorbell push button ceiling mount light fixture round recess light fixture @ ceiling mount smoke detector @ ceiling mount CO detector '48" fluorescent light strip Q exhaust fan <\ flood light 0000 a.HOLL YWOOD LIGHTS ~ SECURITY KEY + CEILING FAN PREWIRE 11 DISCONNECT HGT. 2&4 AIC DfSCONN. ---1 BR. 2 -+- J\ 2 0::: r'\ ~ ~ 37 @25 \ ~ ! fI;~~" ;-15 @ ~ ~7: J -A~ .39 (@9t ~v, // L, ~~ /1 39qj! {-T. V. ~ J=ll\ tOR t~ ~ \ c6 3: 39 -::F- , ~ 35~ A lR RM I" 39 BR. 4 11 WIN "11 r1i 39 II" II THESE DRA~INGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL ~ORK. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUGHING. THE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOR FIXTURES 'JITH EQUAL SPECIFICA TIoNS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H,VAC. EQUIPMENT AND THEIR LOADS ~ITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING-IN, TO PROVIDE POVER AND ~IRING CONTROL LAYOUT, ANY DISCREPANCIES IN THE ACTUAL H.V,A,C. LOAD SHALL BE CORRECTED BEFORE RoUGHING- IN. ALL ~ORK SHALL BE DONE IN ACCORDANCE ~ITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPL Y ~ITH ALL LOCAL CODES AND ORDINANCES" UNLESS oTHER~ISE NOTED MINIMUM SIZE ~IRE SHALL BE #14 A~G EXCLUDING CONTROL '<<IRING. UNLESS oTHERVISE NOTED, ALL CONDUCTORS SHALL BE COPPER ~ITH 'TV' INSULATION FOR SIZE #10 AND SMALLER CONDUCTORS LARGER THAN#lO SHALL HAVE 'THV' INSULATION ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED. f LA TEST DATE: IN PROCESS DESCRIPTION : REVISION DATE : 09/24/03 07/20/04 E.W.O. #1373 \. ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE. ALL W'ORK SHALL BE COORDINATED W'ITH OTHER TRADES TO AVDID INTERFERENCE W'ITH THE PROGRESS OF CONSTRUCTION. SMOKE DETECTORS SHALL BE HARD W'IRED <110 VOLTS TYPE) TO A NON-SW'ITCHABlE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 1999 NEC. ~~ L[) a~ c'~ Qcl ~ t .r-- -rc < PORCH ,.- d CW31 33 ~ I" ~ 1\ -.J -.J <{ W.f../ 3: g. .i. - \ ~ '-' (,H I T.V. J : ~ 31 10 31 31 qJ r. RM 3~ 33 I" M. BR. ~ ~~ N~ OO~ '\J N 2 0::: ~ '-' '" rr, W@~ $\~31 .* alar~ A- h 1 0 33~ '\::J: i 33 V 0 T.V: i ~#Y 10 I I /~ ~ 23 ~! 23 1/" "'" ~ ~ :;S~~.~,~~~ I~ ~ ~"~~ ~ ~'\$( I\C- C ,.] " 0 ~ ~ /- ~ V " ~ ~ ";) <0 ~~ e; "'-- e; "t()< / \,., . 1 ,<:-0 ~ ~\-~ ~ c z3 ~ \ff25 '4~~~"" 19 .-2&7 . lR WALL 2~ .~ 0 z 23 ." ~ 17 12 33 3: ~ 12 -G=- ~ 0 KITCHEN [~EQUAL EQUAL ~~12 uk~ / ~JJ y~ ( ~"---, , ^ .; c0 15 ~w I\~~ ~~~ VfT ~3 g1R7~~~w' /// Ij~~lj GARA~~ v / / / '( ~ ~~t. ~3tlet/ ~ ~ dr S:., r933 b2">-' /~' "'" ~ },L_ ELEC. ]J~M ETER I~ @ 33 I" 33 LEISjRE RM N :n~ ~~ ,01 <tj{) nl oc""' O~ -l~ lL'- , ' ::IX o<t <tlL ~ ill in 10 't o . -l~ (Q cl~ W u..~ <tj{) ,'t ~~ ~~ X, Ow IOz ,0 ~l ~ ~~ ..:, e>:. <.S~ ~as ~~ ~~ ai U~' U)Z zffi <:[~ Q~ ill 12 ~~ ~~ ~~ ~;E ~~ o~ If:s z~ ~"" d ~~ ~~ VI ~ti o~ ~If ~V') ~~ ~~ ~i3 ;Eo @ J NOOK L. 12 0\\ ^ ,J L W -( ~3 D J.lj3 J1V .......-8&6 "" @',0 ~ @ ~ mi ~ ~ ~ 0 ~ a ~ ~~ ~ (!'.€) ~ @ ~ @1 [t::J I}:J d ij ij ~ ~ (W 2) t;;J @ @ ~ ~ @ d ... ~ ~ @5 @ I? ~ [!!] ... @ ~ C4 I!!l ... CD I!!l ~@ @5 25 dJ ~ ~ ~ I!!l @ ~ <:::I @5 ~ @5 Ii=> @S ~ ~ @ @ @ ~ @ @ @, Ii=> ~ '- ~ FOYER rQr--.. 9&11 ~ L -+ ~ ENTRY w.p./ g.f.k r o I o ,.- . f. 29 '=€ ELEC 'I~ PAN "1: DATE : 06-116-02 SCALE : AS NOTED DRAWN BY : [B~ILlL. VANCE AUTOCAD FilE NAME 11827 ENGINEER OF RECORD : DANSCO ENGliNEER~NG. P.A. SHEET DESCRIPTION : IEILECTR~CAIL !Pl.AN 4} ~ low voltage , ElECIR~C~l PLAN 1/4. . 1'-0. 1/ / 40'-01 / / 1/ / 14-0' !2'-4" I? -B' / / r f ?ROppetl C;AB~e A6GE B -0 CL-Ci r ~! ~! ~I , A2 , y' ~ t<) ~ B -0" C~G A3 B' -0" C~Ci ~ - ~ \ N 8 0 \3 .--- - ----' ~ 0 u co ~ \ ----' N ~ - ~ \ A 11 GE DROpper GABL-f '0) N > Xl DRO~PfD CiA;;~~ 83GE t<) '<;j- n J J J () W () ~ :i7 .... :D >> :\I .- ... .... n .... ... 14'-6" 6'-2" /) -4" D ::It > o z 1'-4'1 2'-2" - '- .1.. a :is a 4: , .I- 3 :x:: , , .c D - ROOF PLAN SCALE: 1/4" = 1'-0" :c :!:7 :x: - :::> :.,) :n ~ :::::a .... :\I X) - - :x: 4: z Z J.J ~ - ... ~ - <0 co e - co - co o - ;:, ~ ~ """ -IN U\ \ SIMPSON Tt:<U$$ JOINT UPL 1FT CONN. FA$TENEt:<$u TYPE LOCATION (LB$) CONNECT ION QTY. CAPACITY PEt:< CONN. NOTE: ALL OT1-4Et:< TF<U$$ Bt:<G. CONNECTIONS AF<E SIMPSON MET A2(!) OR EQUAL FOR MA$ONRY: SIMPSON 1-41(!) FOR FRAME: .. 1-4US2~ FOR 1-4UNG TRUSSES ON GIRDERS UNLE$S OT1-4ERWISE NOTED. T1-4ESE TF<U$S UPLIFT vALUES AF<E LE$S T1-4AN CONNECTION CAPACITY. MASONRY META2(!) 1 1 S (/)(!) 14-1(/)d X lV2' TIMBER 1-41 e> 1 8~e> 1~ -8d >< 1'/2' 1-4UNG 1-4US2~ 1 128~ 2e>-1e>d X ,3' USP TRUSS JOINT UPL 1FT CONN. FASTENERSu TYPE LOCA T!ON ( LBS) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OTl-4ER TRUSS BRG. CONNECTIONS ARE USP 1-4T A2e>-18 OR EQUAL FOR MASONRY: U$P 1-4Cle> FOR FRAME: .. T1-4D2~ FOR l-4UNG TRUSSES ON GIRDERS UNLESS OTl-4ERWISE NOTED. Tl-4ESE TF<USS UPLIFT vALUES ARE LESS Tl-4AN CONNECTION CAPACITY. MASONRY HT A2(/)-18 1 1~e>0 14 -l(/)d >< 1'/2 I TIMBER l-4C 1 e> 1 ~S(/) 18-1(/)d >< lV2' 1-4UNG T1-4D2~ 1 1~2e> 18-1~d X ,3V2' Double connectore to be placed dlagonall~ to each other. Do not drive nalle through the truee plate on the oppoelte elde of the truee which could force the plate off the true5. Mounted vertlca II~ LATEST DATE: IN PROCESS REVISION DATE : DESCRIPllON : 09/24/03 STRDNGBACKS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRDNGBACK LETTER IN ENG, PACK) lfJ. ~ o ~ ~ ~ > .. - - ... 0 0 \ \ - ~ \'-- Ij\ U\ ?WMB CUI' } :0-/2" ff o o --.-J ? 12 STEPPES ADDI L 2 PLYWOOD 1/4// FOR 8< RIBBONS ATTENTION! 4~- DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT HIB-91 30' Span REFER TO HIB-91 Truss must be set this way if crane used. Truss is on example, your truss may not match. Insist crane operator sets truss thiS way, o &AMUEL A. GREENBERG, P.E. 4134245 o TI-IUY 1-1. I-IUYNI-!, P.E. 1I6~122 o IRWIN J. BEN&ON, F.E. -4~158 o All ABBA5 I-IAKIM, P.E. -S.&1~ TO TH: BE5T Cf Tl-E OOlNEER'5 ~ ~ BEl.lEF, Tl-E 5TR..lC11JRAL PL~ ~ SffCfICATIa-l$ W1Pl. y urll.j n-e FLORIDA etJILDIN1 COO!:, StCTla-llb0b FCR 120 M.PJ.t 3 Stcoo GUeT, EXf06I.lRf '8' UAND Z~ (2001 EDITICW. 11-415 DRAUJIN1 AND DESIGN 15 VALID FCR 12 ~TH$ AFTER n-e DATE 15 51GNED ~ 5EALED. 5i(j.S) ~ 5EAUP FOR TH: 5~ FORTIa-l Cf 11-415 DRAWIN1 eM. Y. ROOF FRAMING NOTE5: 1. 5EE 5~EET 53.1 FOR 5~INGLE INFORMATION AND IN5TALLATfON fN5TRUCTfON5 ~'<t Lf) a~ c.~ QcJ " ~w c;J ~ Noc ~ c;J OO~ \J I N N :n~ ~~ w i!' ()~ ,01 ~~ -<:1:U) n:1) ..c, 0- ~~ <.S~ l)~ ~gj !>!~ -lC() (30- IL'- C5!a U) -- I I ~~ za1 IX ~~ U-<:1: 15~ q~ -<:1:1L ~ t:"' W in ~~ 10 "'" I!: 15 Cl~ 0 . :?iiS -l~ 10 ~o= -l~ w ill O- w ~g lL~ ~~ ~ -<:1:U) "'>- ,,,," 1S~ ~~ i;'l"" Ow o~ ~'"' ~I!: "'"~ Cl'\C() 8", '- i~ X, ~iS Ow ~ffi IOz ;Ed -0 @ QI lLlL ~ ~ @ . . . . . l!i ~ [!!, [!!, [!!, D ~ ~ . ~ (!:f)(!:f) @ ~ ~ ~ @tl ~ [t::J d ~ ~ ~ ~ tW 2) <;? (W ~ ~ ~ @ d '" ~ ~ @S @ !? Z2 [!!J '" @ ~ '" [!!J '" '" [!!J ~~ @S 25 dJ ~ [!!J @ ~ ~ @S ~ @S I? @S ~ ~ @ ~ @ ~ ~ @ I? ~ DATE : 05-116-02 SCALE : AS NOTED DRAWN BY : lB ~ !L.IL VANCE AUTOCAD FILE NAME 11827 ENGINE.ER OF RECORD : DANSCO ENG~NEERING. P.A. SHEET DESCRIPllON : ROOfF fFRAM~NG PLAIN 'lPA'lP SA ,f / / 40'~0: / / / / :4'~O" 12'-4'1 I:?' -B '/ / f A6GE DRoppeD C:;AB~e f '-J -r i B'~O" c~c; - o \ \'- U\ A2 , , <( n <( B'-O: c~c:; A3 B'-O' C~~ > 2:1 D L U )> -P- ... D D :-.l 10 :-.l ... ~ ... - ()/ I VJ DRcr~w W~~ A5GE 82 , = i ~J -~ 01 10 D > o ;e: 02GE - .. L. CI !II tJl DROPP~D UABIJS See WJt1C1er D&,al "B' x ~ 8Cie ?B :'(7" B]~c; SJp?CI'':. o n m 2:1 I L. 3 l!: I , 2:1 10 - 2' ~2" 2 -811 6'-2'1 19'-411 l' -4" - I: ~ :r: - 14 -6' :J ~ I) ~ :1 ... :-.l 10 - - :r: C z: ;e: U ..J - ... :I) ~ 01) ~ e - ~ ~ ~ c - ROOF PLAN SCALE: 1/4" = l' -0" .. ~ -=-IC'--l U\ \ SIMPSON TRU66 JOINT UPL II=T CONN. I=A6TENER6u TYPE LOCATION (Le6) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OTI-4ER TRU66 eRG. CONNECTION6 ARE 61MP60N MET A20 OR EQUAL FOR MASONRY: SIMPSON 1-410 FOR FRAME: ~ HUS2~ FOR !--lUNG TRUSSES ON GIRDERS UNLESS OT1-4ERUJI5E NOTED. T1-4E5E TRUSS UPLIFT vALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY MET A20 1 1&00 14-10d X lV2' TIMeER 1-410 1 8&0 1~-8d X lV2' I-4UNG HUS2~ 1 128~ 20-10d x 3' - USP TRUSS JO!NT UPL II=T CONN. FASTENER5u TYPE LOCATION (L BS) CONNECT ION QTY. CAPACITY PER CONN. NOTE: ALL OTI-4ER TRUSS BRG. CONNECTIONS ARE USP loon A20-18 OR EQUAL FOR MA50NRY: USP HC10 FOR FRAME: ~ THD2~ FOR HUNG TRUSSES ON GIRDERS UNLE5S OTI-4ERUJISE NOTED. THE5E TRUS5 UPLlI=T VALUES ARE LE5S THAN CONNECTtON CAPACITY. MASONRY I-4T A20-18 I 1&00 14-10d x lV2' TIMBER HC10 I S&0 18-10d x lV2' I-4UNG TI-4D2~ I 1&20 18-1~d x 3'/2' Double connectors to be pldced dldeondll~ to edch other. Do not drive ndlls through the truss pldte on the opposite elde of the truss whIch could force the pldte off the truss. ,u Mounted vertlcdlt~ ,. - o \ ~ U\ STEPPES ADD/ L 2 PLYWOOD 1/4// FOR & RIBBONS o o - LATEST DATE: IN PROCESS REVISION DATE: DESCRIPTION : 09/24/03 ~~ L{) a~ C.~ @cJ tJ STRONGBACKS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRONGBACK LETTER IN ENG, PACK) ~~ CNoc ~ 0J OO~ ~ I~ ? PL-UMB CUi --.J :? 12 N :i)~ ~~ w ;; ()~ ,01 08 <tlf) :fN n:t "';1 0.. . o@ l) ~' OC"- ;!;iil O~ ftj- z~ ...J1i:) <3Q" U)~ u.'"' i5!!l , , Ol)l ~::> zf6 ::IX :fo u<t o/:j i5~ <(~ <tu. ~ ~;; w in ~~ (l) 't [f~ Q~ 0 .. 'Z:~ n ..J~ (fi i:lo= ...J~ u W :....;~ ill 0- ;;8 a...~ w'" ~ ~~ <tlf) "">- ,'f ~:f ~~ '.-ll- Ou o~ ~a :fs: c()1i:) 8"" '"' j:;: X, ~~ Ow ~>- {fiz wi5 ;;a ,0 @ Cb: a... a... } iO-I/21 ATTEN11ION! "'~ DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY l1-IE PEAK CONSULT H:B-91 30' Span r less / 60 degrees , or less w ~ @ ~ ~ ~ ~ ~ CJ ~ ~ a [? i!f)1!'.i) ~ ~ ~ ~ @S ~ it:J d w w ~ lYil @ 2) C? @ ~ ~ @il @ d '" ~ ~ @5 @ I? ~ '" @ ~ '" [!!] '" "" [!!] @~ @5 2.5 ~ [!lJ [!!] @ ~ ~ @5 ~ @5 Ii=> @5 ~ ~ @ @ @ ~ @ @ @, Ii=> ~ f REFER TO HIB-91 Truss must be set this way if crane used. Truss is an example, your truss may not match, Insist crane operator sets truss thiS way. o SAMUEL A. GREEN6ERG, PE. lP3424~ o TI-IUY 1-1. HUYNH, PE. ~~122 o IRWIN J. 6ENSON, FE. -4~1~e o All A66A5 I-iAKIM, PE. ~oleo DATE : 05-1]5-02 SCALE : A~'" NOTED ...::1> DRAWN BY : [8~l.L VANCE AUTOCAD FILE NAME 1]827 ENGINEER OF RECORD : DANSCO ENGINEERING, P,A. SHEET DESCRIP110N : ROOF IFRAM~NG P~~AN 'll'A'll' 5[8 TO THE BEST Cf THE OOlNEER'S KNOJ.l.EDGE A"iD BELiEf, THE 5~ PLAN$ A"iD $ffCIFICATIC+45 ca1FL Y UJI1l4 THE FL~IDA 6UILDIN1 CODE, OECTICN ~~ ~ 12~ MPJ.l. , &ECOO GUOT, ~ '6' !lAND Zet-lE (2001 EDITICW. Tl-IIS DRAUJIN1 A"iD DESIGN IS VALID roR 12 MCN1H5 AFTER THE DAlE IS SI(J.S) A"iD $E.6UD. SIGNED Af{) $E.6UD ~ n.e S~1tIRAL FORTlCN Cf Tl-IIS DRAUJIN1 Q>l Y. ROOF FRAMING NOTES: 1. 5EE 5HEET 53.1 FOR 5HINGLE INFORMATION AND IN5TALLATION INSTRUCTION5 > :0 ... 9 >> :\I ... ", ... ", ... .- D :D > 0 OJ!: - 0- ..L. at ;. ~ :.> I J... 3 x: , , :.> D - - x: ~ x: - - :::l :.> :n ~ ::::a - ... :\I lO .- - ~ z: z .u -l - 0- eD - lQ cD e - ca - as 0 - .. ~ 40'~0' LA TEST DATE: IN PROCESS DESCRIPTION : '/ / REVISION DATE: / / 14'-0" 12'-4'1 I?'-B'I 09/24/03 '/ / / / / / / / DROPPfD GABL-~ A6GE B' 0" (' /' ~U vl--~ -=-1 \'-l ~ \S\ , SIMFSON TRUSS JOINT UPL 1FT CONN. FASTENERSu TYPE LOCATION ( L6S) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OT~ER TRUSS 6RG. CONNECTIONS ARE SIMPSON MET A2e> OR EQUAL FOR MASONRY: SIMPSON ~1e> FOR FRAME: .t ~US2~ FOR ~UNG TRUSSES ON GIRDERS UNLESS OT~ERWISE NOTED. T~ESE TRUSS UPLIFT VALUES ARE LESS T~AN CONNECTION CAPACITY. MASONRY META2lZl 1 lSlZllZl 14-1lZld X 1'/2 I TIM6ER ~1e> 1 85e> 1~-8d X lV2' ~UNG ~US2~ 1 128~ 2e>-1e>d x 3' USF TRUSS JOINT UPL 1FT CONN. FASTENERS" TYPE LOCATION (L6S) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OT~ER TRUSS 6RG. CONNECTIONS ARE USP l-ITA2e>-18 OR EQUAL FOR MASONRY: USP l-4Cle> FOR FRAME: t Tl-4D2~ FOR l-4UNG TRUSSES ON GIRDERS UNLESS OTl-IERWISE NOTED. T~ESE TRUSS UPLIFT vALUES ARE LESS Tl-4AN CONNECTION CAPACITY. MASONRY ~TA2e>-18 1 15e>0 14-10d X lV2' TIM6ER l-ICle> I ~5lZl 18-10d X 1'/2' ~UNG T~D2~ 1 1520 18-16d x 3V2' STRONGBACKS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRONG BACK LETTER IN ENG, PACK) ,.- '? ~5 12 . u - - 0 0 ! \ U. - l"- T \5\ \S\ Double connect ore to be placed dlaeonall~ to each other. Do not drIve naris through the truss plate on the opposIte efde of the trus5 whIch could force the plate off the truse. Mounted vertlcall~ PWMB CU'" r - I Q .. A2 .. y" <( n <( B ' ~O" ClCA A3 8'-0' (I r; u[....u - ~ \ \'-l 8 0 ':::5 ,- - -" <( 0 u CO ~ \ -" N ~ ~ A 11 GE DROPPfD cAABL-f ~ .,.., - ,~ \'1 B3GE - T \ 0~ n '<;j- n -:> -:> -:> U W U t?Rorpf D GA13i__f 1 -4 19'-4" 14' ~6" 6 ~2" ROOF SCALE: 1/4" = 1'-0" PLAN _?} ~-6 10-1/2" ATrrENTION! -~ DON'T UFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT HIB-91 fr STEPPES ADD/ L 2 PLYWOOD 1/4// FOR ~ RIBBONS REFER TO HIB-91 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss thiS way. o o o &AMUEL A. GREENBERG, FE. -:34245 o T~UY ~. ~U'rN~, FE. ~~ln D IRWIN J. BEN&ON, FE. .4~158 o All ABBAS ~AKIM, FE. lIS6>l86 TO me 6E5T Cf n.f OOlNEER5 KNO.llElX:lE A\(.l eELIEF, n.f 5rnx:11JRAL PI..AN$ A\(.l5!=fCIFICATIal$ ca1Pl. 'I' WlTl1 T4I: A.ORIDA I3UIWm CODE, SECTla-i I~ FOR 120 MPJ.!. 3 SECOO GUST, EXP06iJRE '8' WIND Z~ (2001 EDITICW. 11415 D~ A\(.l DE51GN 15 VALID FOR 12 ~ AF1ER me DATE 15 51Gt-fD A\(.l $1ilD. SIGNED A\(.l $1ilD FOR n.f 5TFaJC11JRAL PORTla-i Cf Tl-jl& DRAWm ~ '1'. ROOF FRAMING NOTES: 1. SEE 5~EET 53.1 FOR 5t-1INGLE INFORt1A TION AND INSTALLATION INSTRUCTIONS ~~ Ll) a~ C'~ QCJ " ~~ Noc ~ ~ ro~ \J N N rn~ ~\S) ~ ~ ,01 0'" -<tlfl ~8 " () O~ nl .c;l Cl., ,-,'~ ~~ ;<;115 l)ci ~15 -l(() ",if Z IL'" is!!! \0- I I ~~ za1 'IX h O-<t i3f5 <t~ -<t1L ~ ?::~ fH Ifl ~~ 't iff5 Q~ 0 . i~ -l\S) 10 ~o= -l\S) u ill 0- Ul ~8 lL~ ~~ -<tlfl "">- ,'t ~~ ~~ i:lti ~'" o~ r 't~ ~&: ~(() 13"" '" i;; X, ~iS OUl n lllz -0 @ Q'I lLlL ~ ~ @ ~ ~ ~ ~ ~ D . . [? (!() (!() (!() (!() (!e) ~ @ ~ ~ [t::J ~ d w ~ @ l!V @ 2) \? tW @ 6l ~ @ d en ~ ~ @S @ IJ::::> ~ I!!l en @ ~ en I!!l en tEl I!!l @~ @S 2:5 ~ [!!] I!!l @ ~ ~ @s ~ @S [? g ~ ~ @ @ @ ~ @ @ @, [? ~ DATE : 05-16-02 SCALE : AS NOTtED DRAWN BY : [8 ~ ILIL VANClE AUTOC,4.D FILE NAME 1827 ENGINEER OF RECORD : DANSCO ENGINEERING. P.A. SHEET DESCRIPllON : ROOf' f'RAM~ING PLAN <i'A'lP 5C STRue 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. 1.2. I, L 3. I. 1.4. I. 1.5. I. 1.6. I. 1.1. 1.2. DESIGN: 1.2, I, 1.2.2. 1.2.3. 1.2.4. i. 2.5. 1.2.6. ACI 318-02 BUiLDIN6 CODE REOiJIREMENTS FOR STRUCTlJRAL CONCRETe ACI 530/ASCE 5/n'1S 402-'1'1 ~ ACI 530, I/ASCE 6/n'1S 602-'1'1 SPECIFICATIONS FOR MASONRY STRlJGTlJRES. Asm C210-'12, C416-'1I, AND C'1O-'1O SPECIFICATIONS FOR MASONRY STRUCTlJRES NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMP ANY I N6 SUPPLEMENTS, FLORIDA BUILDIN6 CODE (FBC) , 2001 EDITION 3.2. "MANUAL OF STeEL CONSTRUCTION, ALLOYiABLE STRESS DESI6N", BY THE AMERICAN INSTITlJTe OF STeEL CONSTRUCTION, (AISC) '1TH EDITION. 3.3. "DESI6N SPECIFICATION FOR Ll6HT METAL PLATe CONNECTeD HOOD TRUSSES" BY THE TRUSS PLATe INSTITlJTe (TPI) IGJ'15 EDITION. ACI 318-02 BUILDIN6 CODE REQUIREMENTS FOR STRUCTlJRAL CONCRETe ACI 530/ASCE 5/n'1S 402-'1'1 ~ ACI 530, I/ASCE 6/n'1S 602-'1'1 SPECIFICATIONS FOR MASONRY STRlJGTlJRES. Asm C210-GJ2, C416-'1I, AND CGJO-'1O SPECIFICATIONS FOR MASONRY STRUCTlJRES NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYIN6 SUPPLEMENTS. PL YHOOD DESI6N SPECIFICATIONS (APA) FLORIDA BUILDIN6 CODE (FBC) , 2001 EDITION 3.4. LOAD FACTOR DESIGN: 3. I. I. 4.4. THE LOAD fACTOR DESIGN METHOD HAS USED TO DESIGN: CAST -IN-PLACE CONCRETe SLABS AND FOOTINGS SERVICE LOAD DESIGN: 3.2, I. THE SERVICE LOAD DESIGN METHOD HAS USED TO DESIGN: MASONRY HALLS AND LINTELS INTERIOR AND EXTERIOR HOOD FRAMIN6 AND SHEATHIN6 STAIRS AND FLOOR FRAMIN6 ROOF FRAMIN6, SHEATHIN6 AND UPLIFT LOAD COMBINATIONS FOR LFRD DESIGNS: 3.3. I. 3.3.2. THE FOLLOHING LOAD COMBINATIONS HERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOT AL DL + FLOOR LL + Hi. TOTAL DL + Hi. ALL ROOF AND FLOOR TRUSSES SHALL BE DESI6NED TO RESIST THE HORST LOAD COMBINATiON RESUL TIN6 iN THE MAXIM1JM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, F\JLL, AND ALTeRNATIN6 SPAN LOADING ARE TO BE CONSiDERED. DESIGN ASSUMPTIONS: 3.4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTeD COLUMNS AND HALLS UNLESS SHOHN OTHERHISE IN THE DESIGN PLANS. 4. MATERIALS 4.5. 1.3. SHOP DRAHINGS : 4. I. REINFORCING STEEL: 1.3. I. 1.3.2. 1.3.3. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESI6N PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAHIN6S HITHOUT HRITTEN APPROVAL FROM THE ENGINEER OF RECORD. ALL SHOP DRAHINGS ARE TO BE SUBMITTED TO THE EN61NEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRlJG TION. ALL ROOF AND FLOOR TRUSS SHOP DRAHINGS ARE TO BE SI6NED AND SEALED BY A FLA. RE6. PE. AND SH.ALL INCLUDE: DRAHIN6S AND CALCULATIONS, REACTIONS AND BEARIN6 POINTS, BRACIN6 REQUIREMENTS, AND CONNECTIONS TO SUPPORTIN6 TRUSS MEMBERS. 2. DESIGN LOADS 2. I. DEAD LOADS: 2. \. I. 2. L 2. 2. 1.3, 2. 1.4. 2. 1.5. 2. 1.6. 2. 1.1. 2, 1,8. 2, I. GJ. 2. I. 10. UNIT HEI6HT OF SOIL, COMPACTeD: UNIT rEl6HT OF REINFORCED CONCRETe : UNIT rEl6HT OF 8" CM.U. BLOCK : 1ST FLOOR SUPERIMPOSED LOAD: UNIT HEI6HT OF 2x4 PARTITION HALLS: UNIT rEl6HT OF 2x6 BEARIN6 HALLS: BALCONIES t DECKS: TILE ROOF TOP CHORD : BOTTOM CHORD , SHI N6LE ROOF TOP CHORD : BOTTOM CHORD : FLOOR TRUSSES 120 PCF 150 PCF 40 PSF 20 PSF II PSF 12 PSF 15 PSF 4.2. 15 PSF 10 PSF 1PSF 10 PSF 15 2.2. 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. GJ. SIDEYiALK AND DRIVEHAY LOAD: 6ARA6E LOADS: CORRIDORS I ND BATHROOMS , PARTITIONED ROOMS, BALCONY AND DECKS : STAIRHAYS AND LANDINGS : ROOF: Fl.oOR TRUSS TOP CHORD MINIM1JM , 200 PSF 50 PSF 80 PSF 40 PSF 40PSF 40 PSF 20 PSF 40 PSF ROOF TRUSS TOP CHORD MINIMUM: 20 PSF 2.3. RAILING LOADS: 2.3. I. 2.3.2. 2.3.3, 2.3.4. ALL RAlLiN6 AND <SUARD RAIL SYSTeM'S ARE TO BE DESI6NED TO HITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPliED AT ANY POINT AND iN ANY DIRECTION ON THE RAILlN6. ALL RAILlN6 AND <SUARD RAIL SYSTEM'S ARE TO BE DESI6NED TO HITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE <SUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOHNHARD AT THE TOP OF TI1E 6UARDRAIL 6UARDRAIL SYSTeM SHALL BE DESI6NED TO HITHSTAND 200lb CONCENTRATED HORiZONTAL LOAD APPLIED ON I SQ. FT. AT ANY POINT IN THE SYSTeM. 2,3,1" 2,32 ~ 2.3,3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH 4.3. 2.4. HIND LOADS: SHALL BE APPLIED TO PRODUCE THE MAXIM1JM STRESSES IN THE MEMBER COMPONENTS. 2,4. I. 2.4.2. HIND DESI6N TO BE CONDtx:-TeD IN ACCORDANCE HITH SECT. 1606 OF THE FBC, 2001 EDITION, AND CONDUCTeD BASED ON A 120 MPH, 3 SECOND 6UST, EXPOSURE "B", IMPORTANCE FACTOR "I" ::: 1.0. ENCLOSED BUILDIN6. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.5. DEFLECTIONS: 2.6. I. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR Llv'E LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 4. I. I. 4. 1.2. 4. 1.3, 4. 1.4. 4. 1.5. 4. 1.6. 4.1.1. 4. 1.8. REINFORCIN6 STeEL SHALL BE Asm A615-'14 6RADE 40, f'~ ::: 40 K:;1 LAP SPLICE SHALL I3E AS FOLLOHS, 1*5 BAR 25", #4 BAR 20", #3 '3AR 15". ALL DIMENSIONS PERTAININ6 TO THE LOCATION OF REINFORCIN6 ARE TO THE CENTERLINE OF EACH BAR EXCEPT HHERE THE COVER DIMENSION IS SHOHN TO TI1E FACE OF THE CONCRETe. REINFORCIN6 DETAIL DIMENSIONS ARE OJT TO OUT OF BARS. REINFORCIN6 MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STREN6TH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD . DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED A6AINST EARTH: C-I-P CONCRETE EXPOSED TO EXTeRIOR: C-I-P CONCRETE NOT EXPOSED : GROUT FILLED MASONRY: PRE STRESSED CONCRETe LINTeLS (ADD. REBAR IN) : PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) : NELDED HIRE FABRIC (NHF): Asm AI85-C100. DETAIL REINFORCEMENT IN ACCORDANCE HITH ACI 315-LATEST EDITION. 3" 2" I 1/2" 3/4" 1 1/2" 1 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 MODULES OF MIN. 28 DAY ELASTICITY DESI6N (f'c.) DESI6N (E) 4.6. C-I-P CONCRETe (NORMAL HEI6HT) 2,050 K:;I 2,050 K:;I 3,122 K:;I 2,500 P:;I C-I-P 6ROUT 2,500 P:;I PRE CAST CONCRETE LINTELS 3,000 Psi PRE STRESSED CONCRETE LINTeLS 4,030 Ksl 5,000 Psi CONCRETE SHALL CONSIST OF I" MAXIM1JM AG6RE6ATe CONCRETe MIX HITH SLUMP BElY'EEN 6" AND 1" AT T:ME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA 4.1. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXiMUM A6GREGATE) CONCRETe MIX HITH SLUMP BElWIN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRiTeRIA CONSTRUCTION JOINTS HILL BE PERMITTED METHOD OF CONCRETe FORMIN6, PLACEMENT AND CURIN6 SHALL BE CONDUCTED IN ACCORDANCE HITH THE SPECIFICATIONS AS STATED. EARTH SUPPORTeD SLABS (EXCLUDIN6 EXTERIOR HALKYiAYS ~ DRIVEYiAYS) : 3 1/2" MIN. THICKNESS W MIN. REINFORCEMENT OF 6.0 x 6.0 W 1.4 x 1.4 NHF @ MID-DEPTH OF SLAB. FIBER MESH MAY BE USED I.L.O. NHF @ CONTRACTORS DISCRETION. CONCRETE PLACEMENT PR)>,CTICES SHALL BE IN ACCORDANCE WALL 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 W (I) #5 BAR SHALL BE LOCATeD @ 8'-0" O,C. MAX, @ BOTH SIDES OF OPENIN6S 6'-0" HIDE OR MORE, @ l1-tE HI6H SIDE Of ALL MASONRY HALL STePS, ~ @ ALL CHAN6ES IN DIRECTION OF THE MASONRY HALLS. LOAD BEARIN6 CONCRETe MASONRY BLOCK SHALL BE Asm CGJO-'1O, TYPE II NON-MOIS1lJRE CONTROLLED. ALL CELLS t CAVITIES BELOH GRADE HILL BE FILLED HI CONCRETe IN ALL STEM HALLS. TI1E A66RE6ATe STREN6TH OF THE BLOCK AND MORTAR SHALL BE F'm ::: 1,500 PSI MINIMUM, METHOD OF CONCRETe MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE HITH THE SPECIFICATIONS AS STATED. MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION, LINTELS SUPPLIED BY APPROVED MANUFACTlJRER: I) FECP/CAST-CRETe CORPORATION 2) PONER CONCRETE 3) ALLIED PRECAST 4) LOTT 5) MARION MASONRY 6) HIEKYiA 4.8. S TRUC TURAL LUMBER : INTERIOR LOAD BEARING HALLS S.P.F., fb ::: 615 PSI, E ::: 1200 KSI ALL EXTERIOR FRAMING S.P.F., fb ::: 615 PSI, E ::: 1200 Ksl 4,4. 1.2. ALL FRAME HALLS TO BE CONSTRUCTeD USIN6 S.P.F. , STlJD QUALITY OR BETTER 4.4.1,1. SOIL: 4.8. I. 4.8.2. MINIMUM SOIL BEARIN6 PRESSURE CAPACITY OF 2000 PSF. ALL SOIL IS TO BE CLEAN ~ POISONED FOR TERMiTeS PER FBC 2001 SECTIONS 104.2.6, 104.2.1, 1403.1.6, 1503.4.4, 1816, 1'116.1.5, 2303.1.4, ~ 2304. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT 4.4.2, ALL PLYHOOD USED FOR EXTeRIOR APPLICATIONS SHALL BE AP A RATeD SHEATH I N6 EXP I UN.o. 4.4.3. ALL PL YHOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORIN6 AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP IU.N.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 STRlJGTlJRAL LUMBER TO BE USED FOR AN EXTeRIOR APPLICATION. HOOD IN CONTACT HITH CONCRETe IS TO RECEIYE A STANDARD 6RADE PRESSURE TREATING. 4.4.6. HHEN PRE EN61NEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTlJRER IS TO SUBMIT SHOP DRAHIN6S TO THE EN61NEER OF RECORD. 4.4.1. DESI6N, FABRiCATE AND ERECT NOOD TRUSSES IN ACCORDANCE HITH THE "DESI6N SPECIFICATION FOR L16HT METAL PLATe CONNECTeD HOOD TRUSSES" BY THE ANSlfTPl H'1'15, HIB-'11 AND QST-88. 4.4.8. UNTREATeD HOOD SHALL NOT BE IN DIRECT CONTACT HITH CONCRETE. SEAT PLATeS SHALL BE PROVIDED AT BEARING LOCATIONS HITHOIJT HOODEN TOP PLATeS. 4.4. GJ. ALL EXTERIOR FRAME HALLS SHALL HAVE 1/8" S11JC.CO FINISH PER ASm C. '126. APPLY 3 LAYERS W THICKNESS OF 1/8" O'v'ER METAL LATH. FIRST 2 LAYERS 3/8" THICK. EACH, AND 3RD LAYER 1/8" THICK. , Soil Chemlc.al Barrier Method , Other treotment - Mvst :;peclfy proposed method and svbmit doc.vmentatlon, Nhlc.h svbstantlates the proposed metnod, is on opproved termite protec.tlon s~stem or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED I. FBC 1042.6 - "A permanent sign Nhic.h Identifies the termite treatment provider and need for ('e-Inspec.tlon and treotment c.ontroc.t ('eneNal shall be provided. The :;Ign shall be posted neor the Nater heoter or electric panel" FBC 1503.4.4 - Condensate and ('oof dONn:;povts :;hall d[:;c.horge ot leost 1'-0" aNoy f('om the bvllding :;Ide Nolls. FBC 1503.4.4 - I('rlgotlon/sprinkier :;ystems lnc.lvdlng 011 ('[:;ers ond :;pray heads sholl not be Instolled Nlthln 1'-0" of the bvlldlng :;Ide wall. FBC 1403.1.6 - To pr-ovlde for Inspec.tlon for termite Infestation, between Noll c.overlng ond rlnol eorth grode :;holl not be les:; thon 6 Inches, Exc.eptlon: Point or dec.orotlve c.ementitlovs finish less than 5/8" thlc.k odhered dl('ec.tl~ to the fovndotlon woll. FBC 1816,1,1 - Inltlol t('eotment sholl be done after 011 exc.avatlon and boc.kflll I:; c.omplete. FBC 18/6.1.2 - Soil dlstv('bed after the Initlol treotment sholl be ('et('eated Inc.lvdlng spoc.es boxed or fo('med. FBC 1816.1.3 - Boxed areos In c.onaete floors for :;vbseqvent Installation of traps, etc.., sholl be mode with permonent metol or plastic. forms. Permonent forms mvst be of 0 size ond depth that will ellmlnote the dlstvrbonc.e of 5011 ofter the Inltlol treatment. FBC 1816.1.4 - Minimvm 6 mfl vopor ('etorder mv:;t be installed to proted agoinst rainfall dilvtlon. If rolnfall oc.c.vrs before vopor retorder plac.ement, ret('eotment is reqvlred. FBC 1816.1.5 - Conc.('ete overpovr and mo('tor olong the fovndotlon perimeter mvst be removed befo('e exterlo(' :;011 t('eotment. .f 2. 3. 4. 5. 6. 1. FASTENERS AND TIE DOHNS : 4.5. I. 4.5,2. 4.5.3. 4,5,4. 4,5,5, 4.5,6. 4.5.1. 4.5,8. 8. FASTeNERS AND TIE DOHNS SHALL CONSIST OF BUT ARE NOT liMiTeD TO : SH.APES, AN6LES, CHANNELS, ASm A36-36M GJ4 Fy ::: 36 Ksl ROUND METAL PIPE: ASm A53-'14, GRADE B Fy ::: 35 K:;I SQUARE METAL TlJBIN6 : ASm A500-GJ4, 6RADE B F~ ::: 40KsI HI6H STREN6TH BOLTS I ASm A325-GJ4 MACHINE BOLTS: 6ALYANIZED ASm A301-GJ4 SHEET METAL ACCESSORIES SHALL CONFORM TO : ~ ::: 33KsIHITH 6'10 GALVANIZED COATIN6 IN ACCORDANCE HITH ASm A525-81. NAILS SHALL CONSIST OF : COMMON HIRE NAILS H!TH MINIMUM DIAMETER AS FOLLOHS: 8d ::: 0.113", 10d ::: 0.128", 12d ::: 0.128", 16d ::: 0.135". ALL FASTENERS AND TIE DOHNS EMBEDDED IN CONCRETe OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-CORROSIVE COATIN6 BY MANUf'ACTlJRER PRIOR TO INSTALLATION. '1. 10. FBC 1816.1.6 - Soil treatment mvst be applied vnder 011 exte('Tor c.onaete 0(' g('ode within 1'-0" of the strvc.tvre :;ldeNolls, II. FBC 1816.1.6 - An exterior vertlc.ol c.hemlc.ol borrler mvst be instolled ofter c.onstrvc.tlon 15 c.omplete, I"c.lvdlng landscoplng ond Irrlgotlon. Any 5011 distvrbed after the vertic.ol borrier is opplled, shall be retreoted, 12. FBC 1816,1.1 - All bvlldings ore reqvlred to hove pre-c.onst('vc.tlon treotment. 13. FBC 18/6,1,1 - A c.ertlflc.ate of c.ompllonc.e mvst be Issved to the bvlldlng department b\1 0 IIc.ensed pest c.ontrol c.ompony before 0 c.e('tlflc.ote of oc.cvponc.y NIII be Is:;ved. The c.e('tiflc.ate of c.ompllonc.e sholl :;tote: "The bvildlng hos received a c.omplete treatment for the prevention of svbterranean termite:;. The treatment Is In oc.c.ordanc.e Hlth the ('vies ond IONS of the Florida Depo('tment of Ag('lcvltv('e ond Consvmer Services". 14. FBC 2303.1.3 - After all No('k Is c.ompleted, loose Nood ond fill mvst be ('emoved from beloN and Nithln 1'-0" of the bvlldlng. This Inc.lvdes 011 g('ode :;toke:;, tvb t('op boxes, fOf'ms, sho('Ing 0(' othe(' c.ellvlo:;e c.ontoinlng moterlal. 15. FBC 2303.1.4 - No Nood, vegetotlon, :;tvmps, c.ardboa('d, tro:;h, etc.., :;holl be bv('led Nlthln 15'-0" of any bvlldlng or proposed bvllding. ALL FASTENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. ALL FASTeNER TIE DOHNS, BEAM HAN6ERS, JOIST HAN6ERS, AND FLOOR TRUSS STRAPPIN6 ARE TO BE INSTALLED IN ACCORDANCE HITH THE PLANS AND SPECIFICATIONS. CONCRETe EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO INITIAL SET OF THE CONCRETe, SPACIN6 AND ALI6NMENT ARE TO BE IN ACCORDANCE HITH THE DESI6N PLANS, UN.o. AL TeRNA TeS TO "J" BOLTS ARE NOTeD ON PLANS. CONCRETe EMBEDDED TIE DOHNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCIN6 PRIOR TO PLACIN6 GROUT. 4.8.3. SOIL IS TO BE COMPACTeD TO '15% MODIFIED PROCTOR AS DEFINED BY ASm 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 FOLLOHIN6 MINIM1JM PROPERTIES: E = 2,000,000 PSI Fb::: 2,'150 PSI Ft::: 1,050 PSI Fc. = 500 PSI (PERPENDICULAR) Fc.::: 2,100 (PARALLEL) Fv::: 285 PSI ATTENTION: C~EMICAL C~ANGE5 IN FRE55URE TREATED WOOD5 A6 OF DECEM6ER 316T, 2003, C~ROMATED COPPER AR6ENATE (CCA-C) WILL NO LONGER 6E PRODUCED FOR RE61DENTIAL OR GENERAL CON6UMER U6E. 5EVERAL NEW PRE66URE TREATED WOOD AL TERNATlVE6 ~AVE SEEN CREATED TO REPLACE CCA-C. MANY OF T~E NEW PRE66URE TREATED WOOD6 U6E C~EMICAL6 T~AT ARE CORR061VE TO 6TEEL. IT 16 T~E CONTRACTOR'6 RE6PON6161LITY TO VERIFY T~E TYPE OF WOOD TREATMENT AND TO 5ELECT APPROPRIATE CONNECTOR6 T~AT RE616T CORR06/0N. FOR EXAMPLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE ~OT-DIPPED GALvANIZED OR 5TAINLE66 6TEEL FA5TENER5. DOT 60DIUM 60RATE (56X) DOE6 NOT. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STeEL ERECTOR. FABRICATe AND ERECT ALL STRUCTlJRAL STEEL IN ACCORDANCE HITH A.15.C. "SPECIFiCATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STeEL FOR BUILDINGS". STRUC TlJRAL STEEL, ASm A36-36M GJ4. STeEL TlJBING: ASm A500-GJ4, 6RADE B. HELDED CONNECTIONS: E10XX ELECTRODES, MINIM1JM SIZE FiLLET HELDS 3/16", AWS CERTIFIED HELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER PLATeS ON EACH SIDE OF THE NEB, OF A THICKNESS EQUAL TO BEAM FLAN6E THICKNESS, LOCATED AT THE CENTER LINE OF THE TlJBE COLUMN. THE STEEL FRAME IS "NON-SELF SUPPORTIN6". .A.DEOiJATe TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REOiJIRED CONNECTIONS OR ELEMENTS ARE IN PLACE, D 6AMUEL A. GREENBERG, F.E. i3424S D Tl-iUY ~. l-iUYNl-i, FE. ~fZ)122 D IRWIN J. BEN60N, F.E. '4~1S8 DALI A66A6 l-iAKIM, FE. ~t018tO TO THE eeeT a= THE ENGINEER'& l<Nou.LED6E AND eELlEr, THE e~ PLANe AND eFECIFICATIONe cct1PL Y WITJ.4 THE FLORIDA 6UILDINci COPE, eECTION 16'* FOR 12" MPI-1 ~ eEca-lD ooeT, ~ 'a' WIND Z~ (2001 EDITICW. THle DRAWm AND DEelGN Ie vAliD FOR 12 t'1a'-ITHe AFTER TI-lE DATE IT Ie elGNED AND eEAlED. elGNED AND eEALED FOR THE eTRUCn.lRAL. PORTIa-{ a= TJ.4le DRAUlINci a-4.. Y. & REVISED 08-15-03 & CREATED 01-02-02 D E DAN5CO ENGINEE~ING" P A PD. eo>< 3.H - Af'OLLO eE!ACW - FLOPtIDA - ,.12 .-wall - (813) ... "... fIA)( · (elJ) ... MU ... ~.... fC\ 111ESE DRA\I1NGS AND DESIGNS ARE 111E JOINT PROPERTf OF DANSCO ENGINEERING, P.A, AND 'T'rlE 1iiIiilI'''''''' \.':::JCUENT ON 1111S PROJECT. ANY REPRODUC1l0N OR UNAU1110RlZED USE IS PROHIBITED. - 2003 3 120 SEC. MPH GUST LENNA~ ~6 TAt'PA DM&fGlN B.V. N:/BLOCKS/STD 2001 6TRUCTU~ NOTE6 ~ET DE JOB NO. PM - 5021 eNI S TRUe TURAL NOTES GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WIlli mc A) COVER SILL AREA WIlli A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/B" PLUS OR MINUS 1/B". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "s" OR "N". STEEL 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 OlliERWlSE MOVE BLOCK AFlER INITlAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN lliE MORTAR JOINTS OF lliE LOWER COURSES TO PREVENT lliE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OlliER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WlllilN 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 lliAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE lliAN ONE LENGlli. 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 WIlli UPPER HALF OF MORTAR BED AND TROWEL SMOOlli. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAiN UNIFORM JOINT WlDlli. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOlli WHILE MORTAR IS SllLL PLASllC AND BEFORE FINAL SET. AT llilS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPlli EQUAL TO lliE WlDlli OF lliE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOlli AND CONCAVE. BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT lliE VOIDS WIlli MORTAR.) COMPONENT ~ CLADDING DESIGN PRESSURE (120 HPH,3 SEC, GUST, 2.1/12 TO 0.<1/12 PITCH, EXPOSURE B, IMPORTANCE FACTOR=!) (PSF ) TRIBUTARY AREA (FT') ROOF HALL (GCpl = +/- 18) (GCpl = +/- 18) 14.<1 -50.1 25.<1 -34.1 13.0 -45.4 24.1 -32.4 11.<1 -3<1.3 232 -2<1.3 105 -34.1 22,0 -20.<1 105 -34,1 21.1 -20.2 REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC 2405.2.1) 10 2405.1 6enerol. IncHvldvol glozed oreos Inclvdlng gloss mIrrors In hozor-dovs locotlons svch os those Indlcoted In 2405.2 sholl pos:; the test reqvir-ements of CPSG lo-CFR, Por-t 1201 or bl;j comporotlve te:;t :;holl be proven to prodvce or- leost eqvlvolent performonce:;, 20 50 100 Exceptions: I. Polished Hire gloss instolled In fIre doors, fire HindoHS ond vleH ponels In fire reslstont Holls ond hozordovs locotlons in 2405.2.1(3) ond 2405.2,1(4) sholl compll;j Hlth ANSI ZCf7.I. 2. Approved pl05tlc moterlols vsed os glozing In hazordov:; locations :;holl corrpll;j Hith ANSI ZCf7.I. 125 NOITS: I FOR EFFECTIVE AREAS OR HIND SPEEDS BETWEEN THOSE 61VEN ABOVE, THE LOAD HAY BE INITRPOLAITD, OTHERWISE USE THE LOAD ASSOCIAITD HITH THE LOY'iER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJlJSITD FOR HEI6HT AND EXPOSURE BY HLJLTIPL YIN6 BY ADJlJSTI-1ENT COEFFICIENTS IN TABLE 1000.2D OF THE FLORIDA BUILDIN6 CODE 2001. 3 PLUS AND HINUS SI6NS SI6NIFY PRESSURES ACTIN6 TOHARD AND AHAY FROH THE BUILDIN6 SURFACES. 2405.2 Hazardou:; Locations 2405.2.1 11Ie folloHlng :;holl be considered specific hozor-dovs locotlons for the purpose of glozing: I. 610zing in SHlnglng doors ond fixed ond sliding ponels of sliding (potlo) door os:;emblle:;. 2. 610zlnq in doors ond Holl:; of enclosure:; for hot tvbs, HhlrIQool:;, souno:;; steom rooms, bothtvbs, shoHers qrJd other svch foc,llltles Hhere such qlozln.;::1 Is locoted 30 inc,hes ('114 mm) or les:;, measured hO'rrzont"oll~, from 0 :;tondlng or Holklng :;vrfoce Hlthin the enclosvre ond Hhere the bottom edqe of the exposed glozing Is less thon 00 Inches (1524 mm), meosvrecf vertlc,olll;j, obove :;uc,h :;tandlng or Holklng svrfoce, PRECAST LINTEL SAFE GRAVITY LOAD TABLE ,f I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING llGHTL Y BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCllON. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO lliE FULL DEPTH OF RECESSES IN ACCORDANCE WIlli lliE MANUFACTURER'S APPLlCAllON MANUAL AND INSTRUCllONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PIITSBURG CORNING RECOMMENDAll0NS FOR INSTALLAll0N OF GLASS BLOCK. ~EXPANSIDN STRIP 20 gOo. PANEL ANCROR 9 go., PANEL ~1/4' EXPANSION REINFORCING (EVERY OTHER ~ jl BOL T (2 PER CO:E> ~ ~ ~::::ION STRIP ~:::::~ ...... :::::::.::::: VXSEALANT :;:::'.':.,:;,; .. '-:.";: ..:,:,,;:,:. ~ 6' MIN, LAP SPLICE 'oJ I REINFORCING ~~~~~~~~~} ::::.. E~pMlrPLICE PANEL r -SEALANT NOTE. ~ SEE GLASS BLOCK INST ALLA TION NOTES. GLASS BLOCK DETAIL * (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1,6,1) RIDGE LI N E ROOF DIAPHRAGM NAILING SCHEDULE ! ~ 6'-0" (TYP.) /~+;+++'5~ + + + + + . + -+ + + + + + +-+ + + + + + + + + + + ~.+ + + + + +-++++++ +++++ +++++++ +++++ + + '-+ + + + + + "- '-RIDGE UNE 120 MPH 3 SECOND GUST EXPOSURE "S" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "S" WIND ZONE 8d COMMON NAILS @ 6" O.C. & 8d COMMON NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d COMMON NAILS @ 1t O.C. INTERMEDIATE ,131~X2 }/2" LONG GUNNAIL"@ 4" O.C. .131~X2 1/t LONG GUNNAIL @ 4" O.C. ,1200X3" LONG GUNNAIL @ 4 O.C, EDGES & 8" O.C. INTERMEDIATE .1130X2 LO~G GUNNAIL @ 3" O.C~ .1200X3" LONG GUNNAIL @ 4" O.C. .0990X2 1/4 LONG GUNNAIL @ 3 O.C. EDGES & 8" O.C. INTERMEDIATE .1130X2" LONG GUNNAIL @ 3" O.C. EDGES (STAGGERED) & 8" O.C. INTERMEDIATE .0990X2 1/4" LONG GUNNAIL @ 3" O.C. EDGES & 6" a.c. INTERMEDIA IT SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED FILLED C:::-Y + + + + + + + + + , + + + + + + + + += + + + + + + + + 0 + + + + + + + + +_1 + + + + + + + + ~ LENGTH 3. 610zlng in on indlvlduol fixed or operoble pone I od loc,ent to 0 door Hhere the neorest vertlc-ol edge Is Hithln 0 24-lnl1n (010 mm) rodlus of the door In a clo:;ed pOSition ond Hhose bottom edqe Is les:; thon 00 Inche:; (1524 mm) obove the floor or Hoiking surfoce. 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 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 11'-4" (136") PRECAST 12' - 0" (144") PRECAST 13' - 4" (160") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRE STRESSED 15'-4" (184") PRE STRESSED 17' - 4" (206") PRE STRESSED 19'-4" (232") PRE STRESSED 21'-4" (252") PRE STRESSED 22'-0" (264") PRE STRESSED 24'-0" (288") PRE STRESSED 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'-0" / / Exception: I. 610zinq in Holls perpendicvlor to the plone of the door In 0 closed pOSition in 6rOvp R3 or Hitnln dHelllng vnits in 6rovp R2 :;noll be :;vbJec,t to 2405.2.1(4). + + + + :::J + + ro + <3 + + + + + + + + ++++~+ ++= +++++ ++ 9 +++++ +++<.0 .L. .L. + + + 4 610zlnq In on indlvldvol fixed or oseroble Qonel, other thon those . locotlO'ns de:;G,('lbed In Items 2 on(;j 3 obove, thot meet:; 011 of the folloHlng conditIons: 4,1 Exposea or-eo of on Indlvldvol pone greoter thon <1 sq. ft. (O,84.m ) 2 4.2 Bottom edge less thon 18 Inc.he:; (451 mm) obove the floor. 4.3 Top edge greoter thon 30 inc,he:; (<114 mm) obove the floor. 4.4 One or more Holkfng :;urfoces Hlthln 30 Inc,he:; (<114 mm) horlzontolll;j of the plone of the glozing. 5. All glOZing In rollings regard Ie:;:; of DreG or height obove 0 Holklng :;urfoces Inclvdlng :;trvcturol bolv:;ter panels ond non :;trvctllral In- fill:; ponels. ~ ~ o. 61azing In Holls OM fence:; enclosing Indoor and outdoor :;Hlmming pool:; ond spas Hhere the bottom expo:;ed edge of the glozing Is: (I) Ie:;:; thon 00 Inche:; (1525 mm) obove the Holklng svrfoce on the pool :;Ide of the glozing, ond (2) the glOZing Is Hithln 00 inches (1525 mm) horizontoll'~ of the HOter':; edge of 0 SHimming pool or spo. 11Iis sholl oppll;j to :;Ingle glozing ond 011 pone:; In mvltlple glozing. ~ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / 6' -0" / / + + + + + + + + + + + + + + + D ~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULAllONS. ~ PRECAST LINTELS MAYBE SUPPLIED ONLY BY APPROVED PRECAST MANUFACTURERS. (SEE SECT 4.3) ~ FiLLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLED KNOCK-OUT BLOCK ABOVE THE PRECAST LINTEL AND ONE #5 BAR IN THE LINTEL. NOTE: 1) SEE STRUC11JRAl NOTES FOR SHEATl1ING SPEClflCAllONS AND I'l\ND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR ovm FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEA Tl1ING IS FASTENED DIRECn. Y TO SOUTHERN 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 PATTERN. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAW1NGS BEFORE CONSTRUCllON BEGINS. DANSCO ENGINEERiNG P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREP ANCY Bm~EN FIELD CONDIllONS, 01HER DESIGN PROFESSIONALS' SHOP DRAW1NGS, CONTRACTORS' BUILDING METHODS, AND 1HESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE A TIENllON OF DANSCO ENGINEERING P.A. PRIOR TO 1HE COMMENCEMENT OF CONSTRUCTION. ~ c :::a ~o.. D::C D " >- .0 iii O~ .. ClO 0 CD - "Q .. 0 ~ - - ~ < 0 - .... 0 ooJ - ~ :) , ~ C':) ~ - = -or i'!;l ::J " ClO i!: CD " Co) -- > ..A CD - "Q f C'.I l.. - . -J uC' ..A , !'o.. l!:::C ~ "Q ~ .... ClO l..~ ~ Co) ca - 0.. - . c - :( - i!:: CD i!::- u ~ ..I CD -x iii NOTE: iii dI>> " CSt QO :::a - ... ~ CD - ~ ~ c " ell s-; ..A CD 00 - "0.. !:::c D 5AMUEL A. GREEN6ERG, P.E. ~424:; D Tl-iUY l-i. l-iU'YNH P.E. ~0122 D IRWIN J. 6EN50N, P.E. #4~l:;8 D All A66A5 l-iAKIM, PJ:. lI5bl8b TO TI-IE 6EeT OF TI-IE ENGINEER'e KNOJ)LEDGE AND 6ELlEF, TI-tE eTRUCTURAL pL.ANe AND ePECIFICATIONe COMPL Y wm~ TI-IE FLORIDA 6UILDING CODE, OECTION !~e>~ FOR 12e> MP~ 3 OECOND OOeT, EXPOOURE '6' WIND ZONE (2001 EDITION). T~le DRAWING AND DEelGN Ie vALID FOR 12 MONT~e AFTER TI-IE DATE IT Ie elGNED AND OEAL.ED. elGNED AND eEALED FOR T~E eTRUCTURAL PORTION OF T~le DRAWING ONLY. r DE "' D A~l5CO ENGINEERING, FA. P.o.60X 3400 - APOLLO eEAC44 - R.~IDA - 33&12 Ft-lONE - (813) 64& ~166 FAX - (813) 64& <a6<a8 e6 4&t~ f(\ TIjESE DRA'MNGS AND DESIGNS ARE TIjE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND TIjE ~ClJENT ON 1111$ PROJECT. ANY REPROOlJC1lON OR UNAU1110RIZED USE IS PROHIBITED. - 2003 ~ CREATED 01-02-02 3 120 SEC. MPH GUST &EAL""" \ 8CALE NOTED DATE 112/02 LENNAR f.40ME6 TAMPA DivISION D~ av. N:/BLOCKS/STO 2001 "'- 6TRUCTURAL NOTE5 4 T A6LE5 DE Joe NO. PM - 5021 eN2 \... ~ 12 INSULATION TYP.) I VARIES BAFFLES '\ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT \~ SCHED.) W/ METAL PL. UNDER EA. TRUSS 1/2" HIGH \ rOOF COVERING STRENGTH ~ 7/16" O.S.B. MIN. SEE ROOF CD GYP. ~ NAILING SCHEDULE ON SHT SN2 ~~~,~Dw2LRL 7\?'\?\?\?\2\ "7;:;V...~ _ ELEV. VARIES' ili\ BOARD WI..~ l' "'-.~" ~. DRYWALL SCREWS ~ ~"~ALUMINUM DRIP EDGE @7::0.C.CEILlNGI/ '\ "'~ALUMINUM FASCIA & 8 O.C. WALLS 1= I- '" R30 MIN. BATT OR t= \ 2x4 SUB FASCIA 1x2 P.T. HORIZONTAL NAILER t= ~: STD. 90' HOOK t= 8"x8"X16" KNOCK-OUT BLOCK (SEE DETAIL) / I-- W/ 1#5 CONT. FILLED 1= SOLID W/GROUT I-- ~ R4.2 MIN. 1= INSULATION ~ ON EXT.. BLOCK WALLS 1= PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. ~ ELEV. VARIES .1\ J. ~ i 1" x 2" FURRING ~.,. '- " . 1" x 6" ROUGH SAWN CEDAR '" 2x4 SPRUCE SUB FASCIA ~2" U.N.O. ~12" ALUMINUM VEN Tl LA TED SOFFI T 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES ~~ 1 x2 PT WD FURRING ~ @ 24" O.C. I- ~~~ ,t- 1/2" GYPSUM 'E WALLBOARD U.N.O. 1= t: ~~ '- (1) #5 VERT. IN FILL CELLS r- [\.~ =-(SEE FOUNDATION PLAN FOR LOCATIONS) 1= 7" ~ /' f- ~ ~'1\-- ~~~..... .~ y~ ~ ~<SS ~.<::$' ~<$>"'=> ~.<::$' ~ # q.-<OS "",,<:5> 5t<:""'=>' 3/4" BASEBOARO ~ ~ w -------- ~~Et5FOVNER~Ll~ ~6~ ~~'i-;1l0N) MIN. 2500 PSI _____ . () CONC. SLAB.l\ E E ~ 0: _____4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWF l\ t: t= ~ ~ ----- EACH FILLED CELL TYPICAL OR FIBERMESH I g ~ :3 ~ HEADER BLOCK U.N.O. ~ ,~ ~I ~~ ~~t=r~ 4 ~_\ . ~1~V~n: ~ f7S~ :::- ~~~v;/;';~ I j ~RA~~ L ~V V Z ~ n ~~y/:~JI . I Y<<'Y<<y<<,<<~ ~ 6 MIL VAPOR BARRIER >@t:j !,".! ~~ ~ ~ CLEAN POISONED AND COMP..J ~.." .' ~'. f><<<~~, . ;..: SOIL. (95% MODIFIED PROCTOR L~';Z'r~~';;fy co PER ASTM 01557) / 3" ""-'STD 90. HOOK MIN. ClR. . (2) #5 REBAR CONT. (SEE DETAIL) 1'-4" ON 3" CHAIR b C'J " '- SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTlONS ~WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) T " S.P.F. DOUBLE TOP PLATE~~ ~TRUSS BOTTOM CHORD OR 4_ 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR v ^ TOE NAILS @ EACH END -~- ~ /;2" x S.P.F. (OR EQUAL) 1/2n CDX PLYWOOD OR 7/16" K>- STUDS @ 16" 0 C UNO OSB. SHEA1l11NG REQ'D. FOR x;: " ... ALL EXTERIOR OR SHEAR WALLS ~ ( ) AS INDICATED ON 1l1E PLAN. _ ~ '- 1 ROW 2x BL~CK~NG @ MID HGT. FOR ATTACH SHEA1l11NG W/ 8d v ^ WALL HGT. < 8 -6. (2) ROWS, 2x" BLOCKING COMMON NAILS @ 4" O.C. @ - 'if' @ 3rd PTS FOR WALL HGT. > 8 -6 . BOUNDARIES, 6" O.C. @ EDGES, :t 1/19 AND @ 12n O.C. @ FIELD ----------. ~ >-).. >< $ SIMPSON SP1 CONNECTOR - . '-- v^ 1/2"0x8" ANCHOR BOLT@ 24" O'C-:=liV~ 2x P.T. BOTTOM PLATE W/ 2"0x3/16" PLATE WASHER (TYP.). ~ r 6X6 W1.4XW1.4 WWF C" M,IN. : ~ /' +~ ~ O~-C~IBERME~H L .t== t', c.. -~~ ~Jt.,.. ~~\~- 3 1/2'-]) '1 3 1/2"-4~~Y~Y~ ~~. .~Y:~)/>'\ MIN. MIN. ,,/ /"0 /~<<<<<~",~0' ;K"'/>::y'A /, / (2) #5 CON1/ n 4 1'-4" 8" 1x4 P.T. BASE NAILE -r:\ v" C.M.U. TYPICAL VTYPE "s" MORTAR ~ I ~ ARCHITECTURAL V FINISH NOTES: 1. FILL ALL CELLS BELOW GRADE WHEN IM1EN STEM WALL IS LESS 1l1AN 40" ABOVE GRADE. 2. FOR STEM WALLS GREATER THAN 40" HIGH CONSULT ENGINEER. I II II II II I 1/ 1/ " II ~===='1r-...:----~Jl- - '1r--------Jl-..;-..;-..;--=-- -::..-::..-::.....=..Jl-..;-..;-,,:-..;-..,-r-::..-::..-::....:.A1..=-.=-.=-..;--1r..;-..;-..;--"V-FIRST BLOCK TO BE ::: :: :: :: :: SET IN MORTAR I II II II II II I II II II II II fo = = = = d,L_-_-_-_-..,1' = d.l.._--=-_-_-=-,-r-::..-::..-_-::....J,j,-..;-..;-..;-..;-..,-r-::..-::..---=-..J,j,--=--=--=--=-..,-r-::..-::..-::..-::....J --::..-::..-::..~ l~~~~F--j ~"r-------jL~~'r~~~~L~~~"-r~~ -I:~--------"- _~~ ~{~~ ~O~~~~K BETWEEN II II II "<;j- I I II II II II II I II II II I II , " I II II II I II ELEV. 0 - 0 " ELEV -0'-5 1/4" I r===-..JL--------iT=' d,':...------..:.r-::..-::..-::..-::..~-=--=--=--=-l: ' ~L ~,. ';~.' ' 4 .. A.F.F. $- ~ 1\' '~_________..JL_ -1L ~ (..,') ~ (". 4,. . '.' . . . ". ... .' ~'/' '..." . '''', 4' , " :z A.F.F. '''.'' .' ,,,,4~, .... .' .." .... ". '''. ELEV. -0 -4 1/4 $- b ~ ~ ~ 2"x6" RIPPED TO AC~UAL 4. {/4" WIDE ~ d " . ~ ~', . . ,,'. A.F.F. E2 n ~ 0 .. 'OR 2"x4" WITH 3/4" FURRING . '. 4 ,,' , 0--:> "~' . I I'" .'" 4. ....- ~ /' '''A "~GARAGEDEPTH'. >' '" ", .' ."A " / VARIES'~ '. .a,4' ",j/ .d . ,<I ...'fIt 4' <I, a 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES f- AL TERNATE FASCIA 6CALE: 3/4"=1'-0" ..=. -- I AL TERNATE STEMWALL FOOTING I AA l 6CALE: 3/4'=1'-0' , 51 I SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION GARAGE SLAB AT STEP ~ , 6CALE: 3~'=1'-0' B \ 61 I CONTINUOUS TO FOO'TER BELOW ~e>. HOOK DETAIL 'al KO. BLOCK ~ Z :i .). . ~ . ~ . ~.,-:-.:, / ~>>~~ 6 MIL VAPOR/~,\: BARRIER / // \ r2x S,P.F. STUDS @ 16" O.C. .1 'J'iv---2x STUD ! I ~ " I 'I r 8 C.M.U. (f 1/ I I~ ~ 1"x P.T. STUD I ..v ~ I ~ #5 VERT. IN FILLED CELL ~ I; ~ 1/2" X 6" "J" BOLT !..--- I @ 24" O.C. VERT. I I I I I J.--"""- 2x P . T. P LA TE ~: 1/2" MIN. PLYWOOD SHEATHING NAILED WI 8d COMMON NAILS @ 4" OIC BOUNDARIES, 6" OIC EDGES, AND 12" OIC FIELD. SHEAR WAll REQUIRES 2x BLOCKING @ SEAMS. '1 20' MIN. LAP t y y y~' :-<XX' .xxx. 'y'QO'. 'y'<X./ ~ '^", ~, V'Oo "---#3 OR #4 REINFORCING BAR 1 x4 P. T. BASE NAILE _ "IV'" V 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL 3 1/4" BASEBOARD~ A 6x6 W1.4xW1.4 WWF~ . STD. 90' HOOK OR FIBERMESH \ 'KI / (SEE DETAIL) CONCRETE SLAB WITH BROOM I V ~ MIN. 2500 PSI FINISH SEE STRUCTURAL NOTES \ \ 'I/.../ , CONC. SLAB .\:~~~ ~; ~z ~ AY,A~> _I ~ /~ t ~;<;<~ ~~ ~ t> .~. ~/'>--~ ~ K "':'\ / /V .( ./ ~ V v~ 3,0 // / (2) #5 REBAR CONT. MIN. ClR'1 CLEAN POISONED AND COMPo ON 3" CHAIRS TYP. l' 4" ' SOIL. (COMPACTED TO 95% MODIFIED U.N.O. - PROCTOR ASTM 01557) LOAD BEARING OR- EXTERIOR WALL -. --------.... 1/2"~ ANCHOR BOLTS @ 24" O.C. w/ NUT & WASHER ~ ~ ~ (2) ROWS OF 2x BlOCKIN\ @ THIRD POINTS ______ R 11 1/2"~ x 8" "J" BOLT @ 24" O/C ------ W/ 2"~X 3/16" PLATE WASHER TYPICAL r,r~~~yS~ff~~~'~/ ~~~tfu~K~E~~67/8" ~~'W:1/2"~ KWlK BOLT II -.\ OVER METAL LAlli. FIR~T 2 LAYERS 3/8" 1liICK WI 8" MIN. EMBEDMENT MAY EACH, 3RD LAYER 1/8 1lilCK. BE USED IN LIEU OF ANCHOR ~ BOLTS. ><>< jSIMPSON SP1 @ EA. SllJD >< 6x6 W1.4xW1.4 WWf \ x OR FIBERMESH \ ~L 2X P.T. PLATE ~.~ ~.~\ .~ . v 6 ~ . /~ Y))~Y/;~ ~" ~'c .Jl FINISH GRADE 6 MIL VAPOR BARRIER~~ .' t> ~.. . t. .' K ~;~> . 'f~/ .' ~. ~ ~~v ~ Z CLEAN POISONED AND COMPo ~.~ . .~\"K~"<<'" ~ SOIL (COMPACTED TO 95% MODIFIE 10!c. ~ I> . ~ '/ " "'- '/"'" PROCTOR ASTM 01557) . {K0(<C<<K~~ / ,4" 1'-4" /2x STUDS @ 16" O/C #3 .. 4$4 LAP SPLICE 25" MIN. LAP 1 .'" xJ ~:'RE:OR= B"':: 'm' ~ U.N.O. MIN. vvv ~ TYPICAL BEARING WALL ~ STEP I 6CALE: 3~"=1'-0" , =-- C\ 61 J r0 . '. t.. . f--.-~' "'t.'~ -'~ ~ ~ ~ . ~ c ~ ~. . ~)/>Y>Y~ " '" '. .' ~~~~ t. .~ t. ~~~<<> 1:~WW~~~~~~" /, /", /""':-<'" /~ /'" /" / . N - ..........2 ~~ n lIS LAP SPLICE l' 36" MIN. LAP l' """"~^~>>'~:~;:;;~~~:~~^~~^~~ :,'^/ / , 4$6 LAP SPLICE NOTE: SIMPSON HETA20 @ EACH STUD WlTH 16-10d X 1-1V2" MAY BE USED IN LIEU 0 ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. SIMPSON SP1 's ARE NOT REQUIRED W/ THIS ALT. NOTE: HiT1 1/2"0 KWIK BOLT II W 8" MIN. EMBEDMENT MAY B USED IN LIEU OF ANCHOR BOL TS. ~ ~ (1) SIMPSON SPI TYP. ~ . ~l ,\ ~ . -q- I Z ~ t-lUD COMPLIANT TYPICAL WALL SECTION NOT TO SCALE {;;\ \!:Y ..=".. FRAME WALL TO C.M.U. WALL CONNECTION, D \ 6CALE: 3/4"=1'-0" ~ TYPICAL EXTERIOR FRAME WALL FOOTING SEE A/S1 FOR MORE SLAB INFORMATION SCALE: )1$':1'-0' (E\, ~I REBAR DETAILS j , 6CALE: N.T.6. F 51 , . SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTlONS ~ l~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE ~ NAILS @ 24" O.C. FROM TOP PLATE TO 1~ \. S.P.F. DOUBLE TOP PLATE::;! ~TRUSS BOTTOM CHORD OR / 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR--/' TOE NAILS @ EACH END -~r:= ~~2"X S.P.F. (OR EQUAL) /~ STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR---"" R19 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING r /' @ 3rd PTS FOR WALL HGT. > 8'-6". Vr-1/2"0X8" ANCHOR BOLT @ 24" O.C. W/ 2"0x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR ~ 2x P.T. BOTTOM PLATE:~~ /6X6 W1.4XW1.4 WWF (4" MIN. ~ . OR FIBERMESH ~ . L I . /""" --...L- - - -~-t.-~. ~ - b O .~ .' . "'" :/;" / ", . t ~, ~-~~ -.L- '.,. .. .Ji;"(//(V 3 1/2'-4~ ~ 3 1/2"-4~AY>>>~" "~. · :y:~y>'\ MIN. MIN. ,,/ /"0 /~((<<<~""~'" ;~"'/>::~A /'- / (2) #5 CONV' " 4 1'-4" 8" ~z ~~ #5 REINFORCING BAR J '" R 1 7/87 c ;;::. ~ STD. ~(2). !-tOOK SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 1/2"0x8" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. r~/ 2"0x3/16" PLATE WASHER (TYP.)' FROM END OF 2" x PLATE ~ /. / 6X6 W1.4XW1.4 WWF J OR FIBERMESH ~ I 1. ~ - ~~,- - - ~ ~ _, '1> --" ~ 'L-, ~ ..:... j - .-: ~ ~. " .1 '/ /><<"\>/~~ ~ D:> A(/ />>/))/" 3 1 /2" - 4" J "<<~~"'( '\- I ~:\: ~<<~/ MIN. ~ '"" \.//~ '//~ t. /'" /, Y /, / /1,<(/ /Jl/ /'<./ /'\.~~ (/ /'<. k<'V / '.'::t'IY",,,,, v"'''''''/\ <,;;",~ v"'-"'" NOTE: (2) #5 CONT. //>//~//////'y / Hllll 1/2"0 KV\t1K BOLT II " W! 6" EMBEDMENT MAY BE USED IN LIEU OF ANCHOR BOLTS. cl1/2" MIN. P. T. 2x4 1/2" GYP. BD. SOLE PLATEx ......, HOLD GYP. BD. '0< "Fx=1/2" FROM SLAB ,~ . /' .....-CONT. BEAD - , z /' SEALANT 0'-0" .'..:,/K '/~ ~ ~... ~ \ . " . -t: ....:~..A.. ."~.--.-J /-4" (Nrn~IOR , .. 4 $- 4 , 4 . . 40 . Q... HIL TI X-CF NAILS @ 12" O.C. ' ..' ~...Y STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WNF OR FIBERMESH PLA TE TO CONCRETE OR EQUAL ~2X SllJDS @ 24" O.C. U.N.O. _____ ~1/2" GYPSUM WALLBOARD U.N.O. ~_ W/ DRYWALL SCREWS @ 8"0.C, GARAGE /1119 CONT. BEAD ~ U.N.O. SEALANT NOTE: SEE SECllON C/S1 FOR ADDITIONAL INFORMA llON - ..,f\/ (1) ROW 2x BLOCKING @ MID HGT. FOR V WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". Z TYPICAL C.M.U. BLOCK WALL EXPANSION JOINT-\ 8" v Ak'lr S #5 CONT." \ \ :oc +- ~\.' .7~~~~ ,y/~/X '. . ..... t. #/): <<':/<<~ b Y'Ay~'A"";' J' .' ~%%" ~ ~~<<<. r t..~r\ <<<~'- "''0~ ;\ V* "'f'" Y'j(Y/ ~*v :<>>/~V) ~",,'\. LL r- 3" MIN. CLEARANCE ~BLOCK WALL BEYOND SIMPSON SP1 CONNECTOR I ~ GALVANIZED METAL STOP SECURED TO WALL ~TO RUN CONTINUOUS AND LEVEL AT A MINIMUM OF 8" ABOVE GRADE. 2 EST. GRADE ~ . /_ J-,ELEVAT1Qt1 0'-0" co, L ~~p OF S~8__'.../ ~~~~\Y\\v ~ K',/,::y '- \ V\\ '\ -~ - . ~ '\i\'\) \//\ ~ / :.H.D. RECESS 1'-4" . CONCRETE SLAB, j6X6 W1.4XW1.4 WNF OR FIBERMESH _<-_ -1- " \ f\ X' .,.... N Z J A~" ,\ , - - J J ...... ~ ~ ,I ((.." 4"<t' .... ! ~' \ .'~~~~J: . _ y' ~~'Y/~,>-4c:'~-~ ~~ ~~-------- ~ ~<~~~~~~ ~~';)>~/>>>>/);; >)):>>')~/ 6 MIL V VAPOR BARRIER 8" 1'-4" 8" (2) #5 STEEL (CONT..) ON CHAIRS U.N.O. MIN. AL TERNATE TYPICAL BEARING WALL 1il 6TEP WIO SHEAR WALL 8" 1'-4" 8" FINI5l-i TEXTURE BREAK 6CALE: N.T.6. J , -=- l-i\ 61 J- GARAGE DOOR SLAB RECESS : I J , 51 , J INTERIOR WALL SLAB STEP NON-BRG. SEE A/S1 FOR MORE SLAB INFORMATION 6CALE: 3~"=1'-0' tK\ ~ NOTE: SIMPSON HETA20 @ EACH STUD WlTH 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, P E. *'34245 D THU-r loot HU'YNl-i, PE. -~0122 D IRWIN J. BENSON, P E. -4e158 D All ABBAS HAKIM, PE. llS~18~ 6CALE: 3~"=1'-0" fZ2\ 51 6 (2) #5 CONT. ON 3" CHAIRS (TYP.) NOTE: HIL TI 1/2"0 KWIK BOLT II w! 8" MIN. EMBEDMENT MAY Bt: USED IN LIEU OF ANCHOR BOL TS. a.. , :x: , , >- I .0 , .:.: , GCI .cD , '0 '0 . - I:::J .< ~ 6CALE: N.T.6. SEE A/S1 FOR MORE SLAB INFORMATION TYPICAL INTERIOR BEARING WALL fG\ SCALE, '..'=1'-0' \.V- . "<t' - '-+---:-'JI' · Z N - ~ ..........~ ""-' ~ , n 6X6 W1.4XW1.4 WWF I / OR FIBERMESH ~ -s~'.l ~ ~_ ~~-.: -A. ~ '4.' 4 GRADE .'N)):Y)>;/)>;/)~" '>\ >>::<~'Y>' "~""~""))~~"->{~.~ ' ~ /, '\. . , (1) #5 CONT. 4" 8" ~vll N. 3/4" RECESS FOR S.G.D.~ /ARIF<:; 6X6 W1.4XW. 1.4 WWF ~ / OR FIBERM~SH .... ~,./" ~-.,.-d-~' ~- --:- ~ J ~~ t:.-i ~6":'" ~'~'~~"'4' ~. "'~~ )/ ~""y"",,,,,,,,~ . .... ~. ~"'- ~> / /Y / ~k~/;:<Y ~Y //~ Y (2) #5 CONT. ;:, '" <~"<-<~/<,,y <'< 4" 1'-4" 8" -- / EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. & CREATED 01-02-02 TO TI-lE 6EeT OF TI-lE ENGINEER'e KNOU.JLEDGE AND 6ELIEF, TI-lE eTRUCTURAL FLANe AND eFECIFICATIONe COMFL Y W1TI-l TI-lE FLORIDA BUILDING CODE, 5ECTION 16~6 FOR 1212' MPI-l 3 eECOND GUeT, EXFoeuRE '6' WIND ZONE (212'01 EDITION). TI-lle DRAWING AND DEelGN Ie vALID FOR 12 MONTI-le AFTER TI-lE DATE IT Ie elGNED AND 5EALED. elGNED AND 5EALED FOR TI-lE eTRUCTURAL FORTION OF TI-lle PRAWING ONLY. n EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL ~3/4" RECESS FOR S.G.D. THICKEN SLAB EDGE BETWEEN /AD'Le 6X6 W1 4XW1 4 WWF DOOR FRAMES AS SHOWN \ OR FIBERMESH FINISHED CONCRETE LANIA TO / RECIEVE BROOM FINISH U.N.O.\ / / I ~ \ \ \c-?-.. ~--q- -~ ~.~ ~ J~ ~ '. 4 ~ 4 . .... . l .......... ~ ~...:~.. L. \ r. .~4 ,/v"'- '-">A 0!:",,<<k"~ ~ ;. 4 '~4' ..~~V~/ / / / / > :/,V/ >. %>~>X' 6X6 W1.4XW1.4 WWF.J J /'</ (~ /,,/ /"~ (2) #5 CONT. OR FIBERMESH / 4" R" 1'-4" R" c-I (1) #5 CONT/ ' It MASONRY WALL AND PAD FOOTING 8" MASONRY WALL It ;<:p ___MASONRY WALL AND .---- PAD FOOTING , .... .0 - . , I , en I - ~.. SEE SEC. AjS1 FOR ADDITIONAL SLAB INFORMATION Il~ = I ~ . GCI . cD ,(,) .> I cD . '0 ;N . - ..... I~ I I , a.. : :x: I '0 ) :0 .:.: (,) ClI3 a.. , - - cD =- cD :x: . "<t' b.1 zJ I N- o ..........~ ~ ~ n . ~ "<t' , b ~:ZJI" I N- o . ..........~ ~ Cc ~ ' n n CONT. FOOTING STEEL \ \ / ~ 1/2" MIN. 6" MIN. ,~~p~ VA VA \ / ~ ~<< .. <<^y,~<:'<,(",,,<: r- FOOllNG DEPTH ~~ --f- ---=-./ W>~//~>/ FOOllNG Bc.YOND SEE SCHEDULE )(~.... .",~~,,<<~ " //~ / /' (~,>y//y/), ,j" 3" MIN. CLEARANCE '~)Y)v~"Y~y>,y ~)V~"%' ' PAD REINFORCEMENT ~ ~%~~~~~,/ (SEE SCHEDULE) ','3" MIN. CLEARANCE FOOllNG WIDTH SEE SCHEDULE r D E DANSCO ENGINEERING, P A. P.o. BOX ~ - APOLLO 6EACH - FLORIDA - 33512 ~ - (813) 64& 0166 FAX - (813) 64& ~~ E6 4610 r(\ n1ESE DRA'MNGS AND DESIGNS ARE n1E JOINT PROPERTY OF DANSCO ENGINEERING, PA, AND n1E '-':::JCUENT ON n1IS PRO-f:CT ANY REPROOUC1l0N OR UNAUn10RIZED USE IS PROHIBITED. - 2003 "" f 120 MPH 3 SEC. GUST OPTION ~1 OPTION #2 eEAL""", \ 6CALENoTED DATE lnl02 LENNA~ ~OMEe 1 . - -=- TYPICAL THICKENED SLAB EDGE I L \ 6CALE: 3~"=1'_0" \ SI } SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMA TION ~ SLAB STEP 4 RECESS ~ S.G.D. I 6CALE: 3~"=1'_0" , ..-. M\ Sl J TAMPA DlvlarCW D~8.V. N:/BLOCKS/STD 2001 $ S ClO SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI PATro COLUMN FTG. DETAIL 8 , 6CALE: 3~N.T.6. N Sl , I ~ 6ECTION6, DET AILo, NOTE6 )cD .~ ) C : at ) - ) llC) I cD ) C . a.. : ::c SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION -- '-- at ~ 12 (TYP.) I SEE ELEV. RE-ENGINEERED WOOD TRUSSES @ 24" O/C PLlFT CONNECTOR (SEE SCHEDULE) OUBLE 2'x4' S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W / TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 ~AYERS 3/8" n-HCK EACH. 3RD LAYER 1/8 n-HCK. .f.:.~l ~ CRICKET AS REQUIRED ~~ .8~~ SIMPSON SP2 ~ EA. S7D~ /' / ~ 1 /2" EXTERIOR GRADE SHEA TI1ING W ~ F'ASTENED TO TRUSSES W1TI1 8d COMMON ~ WIRE NAILS @ 4' OIC BOUNDARIES ..'... 6' OIC EDGES & 8" OIC FIELD r:~;-_ I-- ... ,,- ~ 2X4 PT STUDS @ 16" O.C. OR (1)2X4PT STUD ~ @ 24' O.C. UNDER COMMON TRUSS WI (2) '2.X4 / -- PT STUDS UNDER HIP CARIER/GIRDER TRUS~ ~ \.~ 2- j~ /= ," ='~l MAIN SPAN ROOF TRUS -, - UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 @ EA. STUD /_ _. = = MOISTURE BARRIER 7- = 8'X8"X16" K.O. BLOCK Wi 1 #5 CONT~ '- _. AND FILLED WI 2500 PSI GROUT ~ I- ~ ~ 1 #5 VERT. IN CONC. FILLED CELL I-- r- WI SID. 90' HOOK IN K.O. BLOCK I-- -I=: / / ;1 = V KNEEWALL ABOVE MASONRY WALL DETAIL A SCALE: N.T.S. \ \~VENT OR 2ND FLOOR -=11\ ~ 1/2' MINIMUM CEMENT FINISH zd /TYPICAL C.M.U. WALL ~= :: STANDARD 3" DIA. TEE ~ ~ Tl1READED 3" D1A. EXTENSION ~ ~ ~ FO$ooaI'ffllFSLlfAP (3' rnA.) ~ - >- '-3/4" FURRING STRIPS >- ~ .___1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS >- >- ~ - :;c ~ / >- >- >- / /= ~ ~ ~ >- >- >- 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' ~ ~ ~ ~ M TO DRAIN ~~~ WALL CLEAN-OUT I A \ SCALE: N.T.S. ~ . TOP SPLICE OUBLE 10d ~~~ ::-....:~ I~ . ~~ ~ ~ ~OTTOM SPLlCE OVER STUD " ~;y v 10d @ 8" OIC / v NOTE: PLATE LENGTHS MUST BE ,/ AT LEAST 8'-0" LONG. TYPICAL ~ TOP PLATE SPLICE DETAIL{ M \ SCALE: N.T.S. ~ :.> :z: ~ 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 0.. ~ ::c >> >> >- N ..0 lO ..>0: ~ co -- CD :0 ~ D 0 ~ vtlaJ ~(2) 2x HEADER 2x BOTTOM PLATE W/ (1) 10d X 3" @ 12" O.C. TO EACH HEADER FACE .. ..... ... ~ ...< D '- ... 0 - .... Co) , :> in Q . <D .... 3= CD~ =- co - - co N <D '" Co) - - >- > ~ <D - ~ ~N .L..- . ...J .1JC!:' ~ , ~i1- z: ::c ;I) ~ 1'- cC CIO ~~ - 0.. - , ;!:: z: <D z:- .1J ,. ~ <D - ::c ... >> >> <>> N CD o ~ - - '" CD - -, ;I) c: g: ~ CD :00 - "0.. Z::X: I VARIES 2 x 6 (MIN) FRAME WALL HEADER DETAIL (2) 2x4 TOP PLATE SIMPSON LSTA12 @ 24" STAGGERED (FOR SHORT SPAN PRO~DE 2 STRAPS ON EACH END MIN.) fE~ ~~ ~(2) 2x HEADER WI ~" 2 x 4 FRAME ~ - PLYWOOD FLITCH WALL HEADER DETAIL WALL HEADER DETAILS 8~ , 52) ~ SCALE: N.T.S. TRANSOM-- o M FRAMING ~ BF:YONO.-- ~ ~ ~ ~ LpLYWOOD o fE' tSHEA THING ~ .VV ;g ~ ~PLYWOOD MASONRY SHEATHING WALL BELOW-' ~ A ANCHOR BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON H5 AT EACH JOINT TYP. I \ PREF AS CHIMNEY CAP FLASHING "\ ~2"X4' BLOCKING (SEE MANUF. \ i/ SPECS. FOR MINIMUM DISTANCE) ~ I--- - - r~ ~EX1ERIOR FINISH v t...---PREFAB CHIMNEY v BLOCKING @ MID POINT IM1EN CHIMNEY EXCEEDS 6'-0' IN HEIGHT ~1/2" SHEA1l1ING OR O.S.B. I ~ -2'x4' Sl1JDS @ 16' O.C. MAX. /~ >- ~<( zZ <(- ~p~~ ~ = 851- ~ cr B8 a::: GALV. METAL ~ 5:0.. 'b Fl.ASHIN\ . I bt:::i'b ....... ~~: ~ ~ CRICKET~~ / GAL V. MTL FLASHING ~USS TOP CHORD PSON MTS12 @ EA CORNER OUBLE 2"x4' BLOCKING - -- - -- - SECTION uA-A" SCALE: 3/4"::1'-0' /~SIMPSON HUSC48 CONCEALED FLANGE HANGER W/ (6) 10d INTO BEAM & (6) 3/16" X 1 3/4" TAPCONS A A 10d NAILS @ 6" O.C. STAGGERED! ~~ I ~ I (2) 2 X 8 BEAM~ --==- E\ 52 J I TRANSOM OPENING 7'-4" A.F.F., PRECAST RECESS LINTEL (FILLED) #5 REBA~ DOOR OPENING L---_ I I SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs) (GRA VlTY CAP = 1262 Ibs) ~ LINTELS AT ENTRY DOOR W/TRANSOM NOT TO SCALE --- I DD' ~ ;..~~~" '~.J'" " ~~ " ~ " ~~ " ~ ", ~ ~'< TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITlONAL DETAILS 1 DOOR JAMB 3-1/4" LONG X 3/16"~ TAPCO~ INTO BLOCK@ SPACING PER MANUFACTURE~ - 1X4 P.T. ~ 1" DETAIL 1 /2" DRYWAL 1 X 4 F RRING DOOR JAMB W 1/4" X 2-1/2" S,D.S. WOOD SCREWS INTO P.T. @ 12" O.C. "-. " ',.. ~ , 3/16"~ X 3" LONG TAPCONS STAGGERE 1X~ @ 16" O.C. 2-ROWS INTO MASONRY . . L THROUGH 1x4 P.T. & 1x8 P.T. L1 X 8 P:T. 1 -1 /2" DETAIL RECESS rLlNTEL '7 ~ '. ".y. .{:. <I. 3/16" x 3 -1/2" TAPCON DOOR JAMB W 1/4" X 3" S.O.S. ..tJv1 @ 12" O.C. 2 ROWS STAGGERED. r~ "'" 1X4 P.T. 2 1 /4" D ET A I L ~2 X 8 P. T. 1 X4 FURRING 1/2" DRYWALL DOOR JAMB W 1/4" X 3" S.O.S. -.E 'l. 1 X4J!J 3/16"~ X 3-1/2" LONG TAPCONS STAGGERED ~X8 STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8 THROUGH 1x8 P.T. & 2x8 P.T. '" --.IT:: T - "^ iI-::B-':i'lI'"=--~~", " " ....~-,,~ " '~~'" ~~"" I ~ TRANSOM FRAMiNG ~~~, 1< SEE SECTlON AA/S1 AND iv BB/S1 FOR ADDITIONAL '\\ DETAILS ~\ ~ , 1 X 4 FURRING 1/2" DRYWALL- DOOR JAMB W 1/4" X 4-1/2" S.O.S. 12" o.C~ -. 10d @ 12" O.C. 1 4 2X2X8 P.T. Vv1TH 3/16"~ X 3" LONG TAPCONS - STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 2X8 3-1 /4" DETAIL I3UILDOUT ~ OVER SIZE DOOR~ WINDOW ROUG~ OPENINGS ( CC , NOT TO SCALE ~ 3" DETAIL RECESS /L1NTEL / '~ /. <.1 '. ". !l .<1 . .~6" MAX. c ' ~IRDER TRUSS SIMPSON n-lI' HTT16 TYP. ~ N~ 5/8"rtJ THRU~~ i,!:-X TOP PLATE BOLT ~ ~ ~ I I KWN;OC1K-H05UT BLOCK, NOTCH LINTEL W1-iERE REQUIRED \,1) , FOR CONCRETE PLACEMENT 7 '. '1. '.:..L~t.. ':'.' ..".,.;-r'; . T . ~., . T. . TY. ~r. ,~ - 1 ~2"x BUILT-UP COLUMN - o 0 o 0 STD. 90' HOOK ..,... BOND BEAM CONT #5 B~R T >:0 ~8-16d NAILS o. ~ o 0 o 0 o 0 ATTACH BLOCKING ~ TO TRUSSES wi SIMPSON A34 ANGLE TYPICAL ~MPSON MTS12@EA.CORNER PRE-ENGINEERED WOOD TRUSSES y...pREFAB CHIMNEY ASSEMBLY t~ '~a" :.. . ~'.::, ~:., ~ -','..:... . .:":<.. ': ~/,.:. / '" '1 I I. [ STD. 90. HOOK7 : I I \ PRECAST LINTEL W/ (1) #5 CONT. I I IN OPENINGS GREATER THAN 6'-0" WIDE . ~: \ FILL CELL\ \.. .. ~ H- CBOANRT.\ #5 ~ .. .... I STD. 90' .q HOOK", : ,.. I SLOPE - II I 5/8"0x8' "J" BOLT OR 5/8"rtJ HILTl KWlK BOLT II ~WI MIN. B' EMBEDMENT ....~ ~ II I >c; / t ~ ~CKEL cr~" I ':q.~ ,::::.-~ { \v \, )) '- - :;:/ A 1f II 1 I I I ~2"X4" @ 16' O.C. MAX. /2"X4" BLOCKING TYP. \ I ~ OPENING .\ I \ II I I "-- 2 X B.U.C SIMPSON HTT16 J TYP. I I .........-FILLED CELL W/ (1) #5 VERTlCAL~ I I ~ SEE FDN. PLAN FOR LOCA 1l0N II I I #(0 1,~~JE~~0~o~8U~~MION I : I I I I ~ I T"r"FICAL Cl-4IME"r" PET AIL51 SCALE: N.T.S.I \ ...=... F\ S2~ ~ ~ 52~ ~ \ ~'l~~' , \.' \~~~~~,. "- T"r"FICAL HTTl6 TO @- BUILT -UF COLUMN DETAIL R 52 ~ (1) SIMPSON LSTA14 1'-....... " @ 24" o/e STAGGERED (TYP.) ~ .' ~ SEE FLOOR PLAN NOTES "f~~/ \ FOR REQUIRED CONNEC1l0N ~: ~ /"-.... 2-ROWS 16d NAILS STAGGERED @ ~ ~~/ ..........16. olc EACH FACE OR 3-~0\"'?r ~ . ~N~~ ~~~LS STAGGERED @16 OE'RC ~ ~'O' OR GREATER HEAD R . (1\ \ \ L DOUBLE HEADER W/l/2" \2Y FLITCH PLATE U,N.O. NOTES: CD FILL LINTEL AND ALL CELLS ABOVE LINTEL. Q) SEE FLOOR PLAN FOR ADDlTlONAL INFORMATlON. (]) VERIFY Tl1A T ALL REINFORCEMENT (}) OPENINGS LESS Tl1AN OR EQUAL TO 6'-0. HAS BEEN PLACED PROPERLY. IN WlDTl1 DO NOT REQUIRE ADDITlONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. SIMFSON 5TRONG TIE +-+TT16 I , SCALE: N.T.S, -=-- BOND BEAM 6TEF DETAIL I SCALE: N.T.S. \ H , 52 J c T"r"PICAL FILLED ~ LINTEL A6SEMBL Y{ G \ SCALE: N.T.S. '- 52 ~ ~ ~ o 16d NAILS @ ~ 16- O/C TYP. EACH PLY SIMPSON STC W/ (TRUSS BOTTOM CHORD OR 3-8d COMMON NAILS \ 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END (24" O.C. MAX) /~ ~'. 1/4' MIN. SPACE 2x TOP PLA TEJ OTE: 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING ~ CAN BE USED IN UEU OF SIMPSON 1/ - STC STRAP --J" V ---;/ 2x STUD @ 24" O.C. MAX. / ir~ROVlDE HIL Tl X-CF NAILS OR EQUAL @ 12" O.C. STAGGERED FROM BOT. PLATE TO CONCRETE 2x P.T. PLATE~ /~X6 W1.4XW1.4 ~ ~ , OR FIBERMESH 1 ~ I J...~ ~ "'- ~ - ,1-~ ~ ~. - L -.:.. ~....:..- .,-~ -t ~ . . ' . . .l\ " ' '..... ~2X8 WALL ~ ABOVE ENTRY :u: K.O. BLOCK }~ ~/(I) 15 CONT ;= & FILLED 7 5~ 8" 7 5/~ B" 7 5/T r --1M -- --1r---- -+-t------- 0 - ~ I U SOLID AREAS D SOUD AREAS ~D I-- ARE STEEL AND 0 = - ARE STEEL AND V GROUT [J I / GROUT INTERIOR WALL Q Ir- SAW CUT TO 10 1/2' = IrSAW CUT TO 10 1/2' r.J1/; FULL 8x8x16 BLOCK \~ I ~~ ~ <t. - -If} [IJ I- -DOOR OPENING- - U.. -DOOR OPENING - - f~ -DOOR OPENING-<!. / iJ 1\ FILL TI-iIS CAVlTY 'MTI-i ~ FILL TI-iIS CAVlTY 'MTI-i I ~ I \ FILL TI-iIS CAVlTY 'MTI-i EXTERIOR WALJ811 "- GROUT FROM FINISHED GROUT FROM FINISHED ~ GROUT FROM FINISHED D FLOOR GRADE TO D FLOOR GRADE TO ilJ FLOOR GRADE TO LINTEL ABOVE. LINTEL ABOVE. LINTEL ABOVE. __ D ________JDl___+___ D ___ 1 ST COARSE 2ND COARSE 3RD COARSE t B (1) 2.x4" CRIPPLE FOR OPENINGS 6'-0. OR LESS & (2) 2" X 4' C~IPPLE ttl'R OPENING 6 -0' OR GREATER ~ \ ~~6l)j~E~NRA~~N9oAS HEADER wi (2) 16d @ 16' OIC UNLESS NOTtO OTI-iERWlSE =F== ANCHOR BOLT '" @ ASONRY WALL /2"X4' SllJDS TYP. E~L tEE PLAN FOR REQUIRED CONNEC1l0NS l P. T. BOT, PLATE .-SIMPSON A35 ,SIMPSON (C)-SIMPSON I SP2 A35 I' f' , . t::::E:: l.... ~ "~ /) o~~ oo~ * UPLIFT CONNEC1l0NSJv1tVC REQUIRED AT LOAD BEARING WALLS 2X4 TOP PLATE OVERLAPPING MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO TI-iE COARSE BELOW. EVERY TI-i!RD (3RD) COARSE TI-iE 11' DOOR JAMB WALL IS TO BE WOVEN INTO TI-iE MAIN FRONT TO REAR WALL AS SHOWN. - , '--NAILED INTO TRANSOM FRAMING MASONRY LAYOUT SCALE: N.lS. ~ 'J:V - - LOAD BEARING/EXTERIOR ~ WALL l-4EADER DETAIL (Q \ SCALE: N.T.S. ~' I REFER TO PAGE SDW1 FOR ADDIT10NAL INFORMATION. '" ,.- """-- 1 Od N AI LS @ 6" STAGGERED J \ 52 J TYPICAL INTERIOR NON-BEARING WALL DETAIL, SCALE: N.lS. , --=- i fREFER TO PAGE SDW2 FOR I IADDITIONAL INFORMATION BY MANUFACTURER. ~ WlDTl1 OF OPENING VARIES 1/2"X9 1/2" PLYWOO SCRAP MATERIAL . FOHM CONCRETE INSET TO .-4.: , / CREATE A SOUD BASE FOR BLOCK / WALL ABOVE. .-SIMPSON SP1 ;-ANCHOR BOLTS @ r;I:SON SIMPS~ . . _ / 24' O.C. MAX ~ .:: j TYPICAL GARAGE DOOR TRACK MOUNTING DETAIL SCALE: N.T.S. -..J -..J <C: ='-0::: ~~ o fK\ \::V TYPICAL 6ECTION THRU WINDOW I , SCALE: N.T.S. B \ 52 I <1 ~<I' I B 2X4 P. T. PLA TE \ FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x4 (NOM) KEEP STIFFENER BACK FROM SIDES ENOUGH . TO ALLOW SPACE FOR FLAT MASONS TOOLS I " a \ ~XB P.T. Borrof P~ I \ I L ANCHOR BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM :'LATE) \ RACK MOUN~NG BRACKET \r I GARAGE DOOR ARAGE DOOR TRACK CD -SIMPSON SIMPSON I A35 SP2 1 ,:::1: .. 2X4 STUDS @ 24" O.C. ~ 2'-0" A A 1 r y 1 /2" ~NCHOR BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTlON7 ~, .J ~ \ 10 "-SIMPSON, A35 I GARAGE D08R ROLLER ~ CONNECTI N ASSEMBLY ~lI I TRG'~~dtJiJY86WN OF -Ji [i;~ \ ~~ 1\ /( .'. ~~l,.I.:\~.:....,'), POURED CONCRETE BASE FOR \ l ~~~g~ ~~kLGA~~8tS6~8R -~ BOTTOM,PF MOUN~NG BASE XND WATER SHED FORWARD TO BE 2 ABOVE FINiSHED THIS DRAWING. GARAGE FLOOR. 2x6 MOUNTING BASE ~X8X16 c.~.u. .--:>:::7 GARAGE FLOOR (Tl1IS IS A RECOMENDA TION FOR CONSTRUCTION OF Tl1IS FORM. ANY MATERIAL OR CONSTRUCTlON METl10D MAY BE USED PROVIDED END PRODUCT MEETS Tl1E SHAPE AND DIMENSIONS OF Tl1IS DRAWING.) UPSET WOOD BEAM r (SEE PLAN FOR SIZE) ! ! I r1 GARAGE EN1RY FORM DETAIL SCALE: N.T.S. MOUNT1NG BASE SHOWN IN POSITION SIMSPON META 16 I I !! c -SIMPSON A35 rSIMPSON I A35 J..MlI liH .....----10d NAILS @ 4" I~ ~ STAGGERED rSIMPSON I SP2 : ~: : r 1\ _2X4 P.T. / I;: PLATE -r ... ~ TRANSOM OPENING .!.. , IL~AILED INTO TRANSOM FRAMING ':..;r 1 'b - - PARTIAL INTERIOR ELEVATION SCALE: N.T.S. ,.SIMPSON SP1 PLYWOOD FASTENED TO TRUSSES Wl111 8d COMMON WlRE NAILS @ 4' OIC BOUNDARIES 6' OIC EDGES & 8' OIC FIELD / 7'-4" A.F.~. PRECASJ REC SS LINTEL I FILLED #5 REBAa.... -......., DOOR OPENING MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL BELOW . ..; :.' ..::....:.. "~" -~-.." ..,. '.' .; ~ . . ',.",: ;.;... . 4' SEAT FOR BLOCK IS ~ POURED IN PLACE CONCRETE~ I'.... GARAGE FLOOR SLAB \ ~~~W~~WAIHNOTES h-.. SLOPE FORWARD FOR DRAINAGE ~ SEE PLAN FOR FOOTlNG . : . DIMENSIONS '!" TO TI-IE BE&T OF TI-IE EN6INEER'S KNOLULED6E AND BELIEF, TI-lE &TRUCTURAL PLAN& AND &PECIFICATION5 COMPLY WITH TI-IE FLORIDA 6UILDIN6 CODE, SECTION 1606 FOR 120 MPl-l 3 SECOND 6U&T, EXPO&URE 'B' WIND ZONE (2001 EDITION). THIS DRAUJIN6 AND DESI6N 1& vALID FOR 12 MONTHS AFTER TI-IE DATE IT IS &f6NED AND &EALEO. SIGNED AND &EALED FOR TI-IE &TRUCTURAL PORTION OF TI-IIS DRAUJIN6 ONLY. Ir:s'MpsoN A35 ~ o MOUNTING BASE DETAIL SCALE: N.T.S. o SAMUEL A. GR1:ENBERG, P E. -:34245 o T+-4U"( +-4. +-4U"rNH P E. #~0122 o IRWIN J. BENSON, P E. -4~1S8 o All ABBAS +-4AKIM, P.E. ll5~18~ <1 ". ~<I' SIMPSON A35 f/ I ""- \ 2X8 P.T. 80nf P~ I \ I I L~NCHOR BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) " .. .:. _I I SIMPSON META16 (UPLIFT CAP = 1500 LBS) LINTELS AT ENTRY DOOR W/TRANSOM 0~ .. SECTION A A-A 2'-0' 8' I. I~ / \1 " I * ~ "\ LEAVE A CUT OUT IN 0.8.8. ~~ _ _ON THE INSIDE TO ALLOW FOR r'\.. - INSULATION TO BE INSTALLED ~ " - 2 x 8 45' DIAGONAL ~ " :~ BRACE AT W~. (~~CE I' ~ OF ARCH ~. ~~I 10d 'I ~ NAILS AT . D ~ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE 2 x 8 P.T. BUCK-CONNECT TO BLOCK I W/ 3/16" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) i" MAX. -r- BTR2.L1~R~W<~L1f'J. T2P BUCK I., 1 I , I I-' 1 X 4 FURRING/ vV BLOCK HEADER~ ~ r{ld NAILS AT 8" O.C. I AT BUCK (4) 1 ad NAILS INTO / 2 x 8 BRACE/ BLKG. 1/2" DRYWALL: 2 x 8 45' DIAGONAL ~ ~ L 7/16" OSB BRACE(S) r---. ARCH PANEL CUT HOLE IN O.S.B. FOR POLY-CELL IN THIS AREA BUILT UP PLWD, BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS ~ -"'I~ (4) 1 ad NAILS INTO / 2 x 8 BRACE/ BLKG. 1/ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) B1WN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALL WOW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL NOT TO SCALE PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCf WITHIN 6" MIN. OF START OF ARCH , AA , , S2 J FRAMING DETAILS/~ ABOVE ENTRY {FF' \::V ~ ~ NOT TO SCALE NOT TO seAL!:: 3/16" x 3" TAPCONS BLOCK HEADER~", 1 X 4 FURRING "'" !\, 8d NAILS @ 8" O.C. AT BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH ___ SEC~ON -3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.)I~ B-8 riP MAX. 2'-0' 8' - ~ I~ I, I, SOLID BLKG. AT TOP 1 \"" l l B1WN. ARCH BLKG. & BUCK !, "" I J I , ~ , 1\ - ~ tT PROVIDE (2) MIN. TAPCON AT EA. SIDE lL: V BUCK - (1) WITHIN LEAVE A CUT OUT IN O.S.B. V '<' 4" MIN. OF START ON THE INSIDE TO ALLOW FOR ~J"... OF ARCH INSULATION TO BE INSTALLED ......~ ~ RE~SED 08-15-03 ffi CREATED 01-02-02 120 MPH 3 SEC. GUST &eAL."\ 5CAJ..E NOTeD DATE 12/12/02 TAMPA Olvl61CN GARAGE ENTR"r" FINI6HED MA60NRY DETAIL I SCALE: N.T.S. \ ~ 52~ ~ 2 x 8 VERT. wi (2) 10d NAILS AT EA. END ~ D E DAN5CO ENGINEERING, FA. p.o. eox ~ - AP01.L.O eEACl4 - R..ORIOA - 33&12 ~ - (813) 645 0166 PAX - (813) 645 ~<aa el::l. ..tal"" fC\ 111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING. PA AND 111E Iii' ..,..., lU' ~CUENT ON 111IS PROJECT ANY REPRODUCTION OR UNAU1110RIZED USE IS PROHIBI1ED, - 2003 '"' , PROVIDE 2 x 8 DIAG. BRACE""" B1WN. VERT. BRACES WHEN 1\ HGT. OF BRACE EXCEEDS 24. 2 x 8 VERT.~ BRACE(S) \ "" ~ / BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WOW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1\ 7/16.0S8 ~ARCH PANEL "- ~2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) B1WN. OSB ARCH FACES W/ (4) 10d NAILS THRU OSB INTO 2 x 8 D~ B.V. N:/BLOCKS/STD 2001 - LENNAR ~OME5 5TART OF ARC 4' MAX RAP. / 7 1/ START OF ARC 4' MAX. RAD. EQUAL ~ '\::3/. EQUAL 1- ARCH DETAIL NOT TO SCALE "- \... 5ECTION5, DET AILe, NOTEe DE JOB NO. PM - 5021 ..) 62 /BACKNAIL Wj (2) 16d NAILS SEE STRUC1URAL NOTES AND NAiliNG SCHEDULE FOR SHEAn1ING DETAIL .IN\,; 7 r2'x4' OU11..00KER @ 24' O,C. / / / (OPll0NAL - SEE ELEYAll0NS) ~ ~V'~ DI / //~ :\. ~'r'\I I SIMPSON H10 OR EQUAL I " / l\ @ EA, OUTlOOKER TOP CORD BLOCKIN ~FOR FIRST FOUR ROWS - / I ~ DOUBLE TOP PLATE OF TRUSSES I) EDC S OF SHEA1111NG TYPICAL II" " / / 124' MAX.I 2"x4' CROSS BRACE 7/8" srucco FINISH PER ASTId C, 926 51 PSON LSTA12 @ EA. 5 D AT RIDGE FASTENED APPLY 3 LAYERS W/ TOTAL TI-HCKNESS 7 /8" ~~ AT EACH JOINT WI OVER METAL LATH. FIRST 21AYERS 3/8" -r-.-...... ~ (2) 10dx3" TI-HCK EACH. 3RD LAYER 1/8 THICK. ~ 2X6 FRAMED WALL - SEE V WALL SECll0N FOR SPACING ~ ~~/2" CDX PLYWOOD OR 7/16" 2'x4' PANEL BLO( KING @ 48' O.C. OSB SHEAmlNG ATTACHED W/10d FOR mE FIRST (4 ROWS OF TRUSSES - ~ NAILS @ 6' O.C. EDGES AND 12' O.C. FROM EA. END fyb. TOP & BOTTOM FIELD ATTACHED Wj (2) 1~ld TOENAILS r--(2) 16d NAILS , DI! I I I 1 "l.:~~ ~2'x4' BLOCKING 5/8" OR 1/2" CEILING DENSE~ \ 2"x4" "T" ON TOP OF PANEL GYPSUM WALL BOARD FASTENED I. "-BLOCKING, FASTEN iMTH iMTH 8d COOLER NAILS OR 1 1/4' LONG , 10dx3" @ 4" O/C DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL 7/8" srucco FINISH PER ASThl C. 926 APPLY 3 LAYERS wi TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 21AYERS 3/8" TI-HCK EACH. 3RD LAYER 1/8 THICK. ~SIMPSO{ H10 OR EQUAL @ EA. UTLOOKER 24' MAX. i" /'L" BRACE TO EXTEND AT LEAST I 90% OF WEB LENGTH (SEE TABLE) 2"x6" P.T. SILLl r I ~ABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. I / 1/2" CDX PL YWOOO OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL ~ I ~SHEAmING ATTACHED WI 10d NAilS @ 6" O,C. FROM EA. END TYP. BOTTOM CORD I EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TO~.NAILS " "/C . , . / / , '_ 10dx3@3 0 THROUGH !:t!P . ~ ,.,.-- CHORD INTO 2"x6" P. T. PLATE D(I I. . I j I t4 I i! I I 1\:~ / . 2"x4" "T" ON TOP OF PANEL / ~J 0lt ~ BLOCKING, FASTEN iMni~ cf:. ::..>=~, 10dx3" @ 4" O/G ;1 r MOISTURE BARRIER 5/8" OR 1/2" CEILING DENSE i I I GYPSUM WALL BOARD FASTENED .,L -1., SIM~SO~ META20 OR EQUAL iMTH 8d COOLER NAILS OR 1 1/4" LONG '::c:::I:_ @ 4 -0 O.C. TYPICAL DRYWALL SCREWS COMPLYING iMTH ASnA C1002 FOR FIRST 8'-0" FROM END WALL @ 4" OjC TYPICAL SEE STRUCTURAL NOTES AND NAILING \ SCHEDULE FOR SHEATHING DETAIL I + DN.. ~ D(I j I II ~~, II J TOP CORD BLOCKING FOR FIRST FOUR ROWS OF mUSSES @ EDGES OZ S~EAmING TYPICAL 2"x4' CROSS BRACE "- "- II A T RIDGE FASTENED AT EACH JOINT WI '" (2) 10dx3" / TOENAIL WI (2) 16d NAILS / r2"x4" OUTLOOKER @ 24" O.C. N " of. 11'-~' MAx. Pi 1 ) A~. I ~ 2~'-~' MAX ..- "X" BRACE SEE --" '1 DET. J/S3 \ I 2~'-~' MAX ..- r~ONllNUOUS BOTTOM COR BRACING / ~"X4" MIN. (SEE DETAIL M S3) cj w END JACK * ~< I cj w Cl Z W 0.. I '" / ~--:- ,X - <( ~:::::!!: -......... Cl Z W ~ x g:. ,<( ~~ ~ I ~ ~ , ~ ~ I ~ ~ , ~ ~ I ~ ~x . :.:.<(~ 'C,:::::!!:f- * ",,:::'" (: ~/ ~~:INIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCA 1l0NS) (2) 16d PER JOINT "'. '" '" ~--:- ,x - <( ~:::::!!: -......... ---- " * ~ ---- >< >1 , M '\:ONllNUOUS BOTTOM CORD BRACING 1"x4" MIN. / / / >< ____w -' en <( <..::> IX W o IX l5 Q. I ,~ ~ Of- CORNER JAC * ~ u < "") ~ * ..... ~--:- ,x - <( ~:::::!!: -......... ---- ---- 0:: W Z 0:: o U >< ~ cj w IT--- .. .. ..~ , cj w 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE bF ADJACENT TRUSS) CROSS BRACING DETAIL 5CALE: N.T.5. J , J , S3 J NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDIllONAL PERMANENT BRACING 1l1A T MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WIS. ~ TOP & BOTTOM CORD GABLE END BRACING @ 4' -0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES - --=- UPLIFT CONNECTIONS - HIP FRAMING 5CALE: N.T.5. (;\ '~ 1/2"'/) ANCHOR BOLT @ 48" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2"0 PLATE WASHER SECTION ~ * USE SIMPSON META20 (OR BETTER) CONNECTORS (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) CONNECTORS @ FRAME WALLS & SIMPSON H5 @ HIP JACK TO FRAME WALLS. SECTfON 5CALE: N.T.5. I , 1 , S3 J REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I L \ AS PER HIB 91 5CALE: N.T.5. ~ 2"x4" PANEL LOCKING @ 48 FOR TriE FIRST (4) ROWS OF TRU FROM EA. END TYP. TOP & BOTTO ATTACH~DII/ (2) 16-d TOEnAILS ,l- IXII I I I M I 5/8" OR ~/2" CEILING DENSEJ GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG - DRYWALL SCREWS COMPLYING WlTH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL SEE STRUCllJRAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL '\ (BACKNAIL w/ (2) 16d NAILS \ r2"x4" OUTLOOKER @ 24" o/c A. ./ Da ,:;;c.,NG FOR RRST FOU~I ~'MPloN Hl0 OR EQUAL S EDGES OF SHEA11-1ING TYPICAL I @ EA. OUTLOOKER I ~4" MAX~ I V'L" BRACE TO EXTEND AT LEAST } 90% OF WEB LENGTH (SEE TABLE) I I ~ABLE TRUSS I VJ/2" COX PLYWOOD OR 7/16" I VOSS SHEAmlNG ATTACHED WI 10d NAilS @ 6" O.C. EDGES AND 12" O.C. I FIELD I I /(2) 16d NAILS V rSIMPSON HGA10 @ 36" O.C. /'_ 2"x4" "T" ON TOP OF PANEL I'\: Vqp-'"BLOCKING, FASTEN WITH W 10dx3" @ 4" O/C TUD WALL (SEE TYP. SEC.) NAIL lJ7 ......" <:: .A r ~ " I. I. I. I 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O,C,~ "L" BRACE 1- : v 16d ATTACHED wi 10d NAILS ,.-~ l- @ 4" O.C. TYPICAL ~ ). J I IV ~'::t..--...../ ./ --.. GABLE TRUSS WEs-I DOUBLE 'L' BRACING DETAIL J , ~ Ie- . 7/8" srucco FINISH PER ASThl C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8-____ I'-. OYER METAL LATH. FIRST 21AYERS 3/8" ______I '\ THICK EACH. 3RD LAYER 1/8 THICK, ~ ('\Cr. ~ TOP OR OF mus 2.x4" CROSS BRACE AT RIDGE FASTENED AT EACH JOINT WI (2) 10dx3" PRE -ENGINEERE~ ' WOOD TRUSSES \ I' OVERLAP 1'RUOO 6RACIN~ AT LEAST TWO TRUSS SPACES ~I _ ~-M ~ ~ "'" .: 5CALE: N.T.5. 5 \ S3 J ~~ fr (3) 2" x 4" LAMINAT10NS W/ (1) ROW OF STAGGERED 30d COMMON iMRE NAILS (D = 0,207", L = 4 1/2") OR EQUAL f & \, ~'NIMUM (2) 16d PER JOINT\ . ~INIMUM 2"x4- TRUSS BRACING ~ F TRU66 BRACING OVERLAP DETAIL 5CALE: N.T.5. (M, S3 r 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O,C.----.::~~ "L" BRACE 1- ; V- 16d ATTACHED wi 10d NAILS - i~ @ 4" O.C. TYPICAL~. ^~ l ./ --.... GABLE TRUSS WEB~ NAIL 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 LAMINAT10N 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF S.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-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 6) REFER TO NDS SECT10N 15.3 FOR ADDIT10NAL INFORMAT10N SIMPSON SP2 @ EACH STUD ..-==.. DBL. S.P.F.TOP PLATE SINGLE ilL II BRACING DETAIL 5CALE: N.T.5. I , 6 , S3 f TYPICAL NAILING 6CHEDULE6 FOR BUILT -UP COLUMN6 I 5CALE: f'.LT.5. \ ?\ 53J -=- SECTION - '-- I I 12" MAX. I, I I -4' L :::,. '~ .:.:.:.:.:.:.:.:.:.::~:.:.:.:.:.:.:.:.:.:.:.: .:.:.:.~: .:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:J::.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.::~:.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.:If::':':':.:.:':.:':':.:'l. .:.:.:.:.:.:.:.:.:.:.::t.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.: ....... .. .'.~l... . ... .. .. ... .':'~ ..... ........... .Ir......... ... ........... ..~'.... .... . " ........... ...it.......... .. ........... '.~'..... .... ... 10.......... ...... II I \ I II II ~ I II II II ~ I ~ lLJLJ II LJI ~ ~ I I1II \- II II II II II Y:ONT. BEARING "'~ "'~ ~ ~y 12 ;?,7 I ~/ ~/ r""'" ~ I ABLE TRUSS ~ ~ ~V 7~~V ~II V....... ABLE TRUSS 5CALE: N.T.5. I 4 \ \ S3 J ~ I /TOENAIL W/ (2) 16d NAILS 10dx3" O/C @ 6" O/C TYPICAL if." 4" OUTLOOKER @ 24" O.C. I WI (2) 10d PER JOINT D(I ~,. RUNNERS I IS\ ~ "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE ND LOCA 1l0N) ~ "L" BRACE WI 10d @ 4" olc (SEE SCHEDULE FOR SIZE AND LOCATION) ~ ~ ~ V~ IL I BRACING REQUIREt"tENT8 I f;;\ ~ f;;\ ~ r-.... '~~~ 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" SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING ~ '~ ~~ ~ -r rI ............. 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. r r r ALTERNATE NON-DROP GABLE END DETAIL 5CALE: N.T.5. ~ \H >, - L ONT. BEARING DBL TOP PLA lE I-< 1'1 H tl GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC-TlJRAL NOTES FOR W1ND SPEED SPECIFlCATION 5CALE: N.T.5. \ ~SruDS @ 16' O.C. LSIMPSON HGA10 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC1URAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 @ EACH S1UD SCALE: N.T.5. D 5AMUEL A. GREENBERG, FE. #34245 D T1-4UY 1-4. l-lUYNH F.E. .~0122 D IRWIN J. BENSON, FE. 4t4~1S8 D All ABBAS l-lAKIM, FE. *'S0180 .:> ll: ::::. a.. ,,:z: Q D >- :-01 .a 2) .>ol: ~ t:lI) .. cD o "0 or 0 .. - is;) ~ -< r---- I-- ~ ~ --'- r-" - r-- I~ - 1 -- ---- 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCA 1l0N ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAYBE PLACED ON EimER TOP OR BOnOM OF mE BonOM CORD) SEE STRUCTURAL NOTES AND NAILING \ (BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL r2"X4" OUTLOOKER @ 24" O,C. 1 D(I D(I., .' 'M I II II ys. :t 1 ~SIMPSON H2.5 OR EQUAL TOP CORD BLOCKING FOR FIRST FOUR RO -f @ EA. OUTLOOKER OF mUSSES r EDGES OF sHEAmlN1TYPICAL I 2X4 CONT"L" BRACE FASTENED W/ ) /(2) 10d 3"@ 24" O/C. CMID HEIGHT I ~2X4 KICKER@ 8'-0" O/C. 2"x4" CROSS BRACE >y ~ .{ AT RIDGE FASTENED I r"L" BRACE TO EXTEND AT LEAST AT EACH JOINT WI Y 90% OF WEB LENGTH (SEE TABLE) II (2) 10dx3" II I /~~~S~~D~~R~ ~LO~~ING J. I)IJ ~ , . j \,/' . "(:~ I/ABLE TRUSS ~YPSUM WALL BOARD/ J I r ...----1/2" COX PL YWOOO OR 7/16" ass 2"x4" LEDGE (MATCH BOTTO V SHEAmlNG ATTACHED WI 10d NAilS @ 6" O.C. CHORD SLO OF ADJACENT I EDGES AND 12" O,C. FIELD SCISSOR SS) I ----MOISTURE BARRIER 2"x4" PANEL BLOCKING @ 48" O.C. I"! ~ V .., FOR THE FIRST (4) ROWS OF TRUSSES 11. SIMPSON HETA20 OR EQUAL FROM EA. END TYP. BOTTOM CORD /1: ~ @ 6'-0" O.C. TYPICAL ATTACHED w/ (2) 16-d TOENAILS J 2"x6" P.T. SILL......! /1 1 ALTERNATE SIMPSON LSTA18 1/2"'/) ANCHOR BOLT @ 48" o.c.J I I STRAIGHT STRAP @ 4'-0" o/c ..L -1., ALIGNED WITH GABLE WEB. ~cr ATTACH TO TRUSS W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. GABLE TRUSS TRUSS VERTICAL & REVISED 08-15-03 ~ CREATED 01-02-02 TO THE BEeT OF THE ENUINEER'5 KNO.l.JLEDGE AND BELIEF, THE 5TRUCTURAL PLANe AND ePECIFICATIONe COMPL'T' LUITH THE FLORIDA 6UILDING CODE, 5ECTION 1~0~ FOR 12~ MPH 3 eECOND GUeT, EXP05URE '6' LUIND ZONE (2~~1 EDITION). THI5 DRALUING AND DE51GN 15 VALID FOR 12 MONTHe AFTER THE DATE IT Ie 51GNED AND OEALED. 51GNED AND 6EALED FOR THE 5TRUCTURAL PORTION OF THI6 DRAWING ONL'T'. - .... ,... 0 - .... t) I ~ ~ ~ 12 ~~ ~ rOUBLE TOP PLATE 7 I MAX. %91~ r1~ ~i~ I ! ~~ 2X4 LEDGER ~ SCISSOR muss ~~, I ~----~- ~---..-~- -- . .I. OI~ ~ o . . t:lI) ~ cD n () ~ > J cD - "0 f", J.. - , oJ .u~ ..J I ~a.. z::x: I) "0 <~ 1.. .>ol: f ~ - a.. - , :x:: ..... <- z: t:lI) fi-; ..J cD -:z: .- SOt SOt CSt ::-01 CSt <0 ::l - - I) t:lI) - ""? I) C .:: CD g-; ...J t:lI) :co - .. a.. z: :x: .....-1--- ____ .....-1--- ---- ~MPSON LSTAl2 TYP. ~~ ~~ r---- r---- r--... r---- r---- <> r----- r- r- ~ (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE DIAPHRAGM BLOCKING _ I-@ 48" olC r D AN6CO ENC;INEERINC;, FA. p.o. eox 3400 - APOL.LO eEAQ-l - FLORIDA - 33&12 ~ - (813) 64& 0166 FAX - (813) 64& <a6ca8 E6 4&10 @111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTf OF DANSCO ENGINEERING, PA AND 111E CUENT ON 111IS PROHT. ANY REPRODUCllON OR UNAU1110RIZED USE IS PROHiBiTED. - 2003 DE " AS PER HIB 91 , 5CALE: N.T.5. 1 --=-. 1\ 53 J 120 MPH 3 SEC. GUST L----- ~~ I ~COSMEllC DROP CEILING FRAMING SCISSOR GABLE liT' BRACE 5CALE: N.T.5. (2 , ~S3 r """'=="" 6EAl """" \ 5CALE NOTED DATE 112/02 LENNAR ~OMEe i..o- TlJDS @ 16" O.C. SCISSOR TRUSS WI DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUC1URAL NOTES FOR W1ND SPEED SPECIFlCATION SCALE: NTS TAMPA DIYI610N DRAlLN B.V. N:/BLOCKS/STD 2001 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0. - SEE STRUC1URAL NOTES FOR W1ND SPEED SPECIFICATION SCALE: N.T.5. SECTfON "'- TRUSS 6RACING DET AIL.S AND NOTES \.. DE JOB NO. PM - 5021 &3 ..) FIGURE 1: FLASHING INSTALLATION IJALL SHEATHING~ RICKET AS SPECIFIED BY PLAN ASPHAL T SEALANT: EXTEND MIN, OF 611 OUTSIDE OF FLASHING GAL V, MTL ILl FLASHING ROOF SHINGLES FIGURE 2: WALL FINISH TEXTURED) PAINTED EXTERIOR VALL FINISH :.;) :x: :::) HOLD EXTERIOR FINISH 28 ABOVE ROOF FLASHING CAULKING 6 TO 12' PER PLAN SPEC'S, 6' HIGH DIVERTER FLASHING NOTE, IF RETROFIT FILLED CELL OR UPLIPT eTRAP CONDITIONe EXCEED (3) PER F'ROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INeTRUCTION. l? >> 0- D :J: ='-' >- l? .a lD .. ....: l? co :-~ ~ .. "0 l? 0 .- - ~ 0< EXISTING U-6LOCK WI 1 'S CONT. OOFING FELT (4) &D& I,. 'X1\/2' DRILL 3,.'XS' MIN. OOLE &ET eAR IN E.POX'T" CAP TO PREVENT LE~ 'SXQ' EM6EDDED INTO EXISTING U-6LOCK LINTEL FILL CELL RJLL l-4E1~I-lT WI NON-514RINK GROUT SEC.r/ON (;:\ ~,NTS ~ -- ~ 0 ..., - ::> o ;~ .. a- gSl DRIP EDGE >- 0::: Z o (/) ~ :::!: u.. o LW U ~ u.. I- :::> u ~ ~ . (/) o co l? co :I) ..., - - >- > ...J co - "0 ~N J.. - , ~ .LJe!' ...J , ~g:; 'SXQ' I:M6EDDED INTO EXleTING FOOTING UPLIFT CAPACITY . S~ FOR 1 STRAP . I~ FOR :2 5TRAPS MAUFACTURER - G S ROOFING PRODUCTS COMPANY, INC. D SAMUEL A. GREENBERG, PE. -:3424S D T~UY ~. ~UYN~, P E. ~b0122 D IRWIN J. BENSON, P E. .4~1S8 D All ABBAS ~AKIM, PE. ~b18b - ;f.) -0 <:G ~-S - 0- _ I :x: - <C- d!: co z: - .u ,. ...J co -:J: .- ,. ,. <iii ='-' <iii co ~ - - :I) co - .., :I) c: :.::a g-; ...J co ::00 - .. 0- z::r: FLASHING INSTALLATION VHERE ROOF MEETS VERTICAL VALL ROOF CRICKET: MIN: 3:12 SLOPE <REQUIRED AT ALL LEVEL V ALLEY LOCA TIONS) L::i Z I C/l <[ -I u.. ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEVALL TEXTUREDi PAINTED EXTER, VALL FINISH 6' X 18' H GALV, FLASHING CONT. PLASTER STOP. ROOF SHINGLES I- 0<: W > VERTICAL VALL AT ENTRY SEALANT ~ ~ 6' X 18' H GALV. FLASHING CONT, ELASHING ~ NOTE: THIS DETAIL IS REQUIRED A T ALL VERTICAL VALL INTERSECTIONS VITH ROOF V ALLEYS ~ ROOF CRICKETS. ELASHING 12ETAIL AT CRICKET/KNEEWALL INT~CTION. FILEREFI <SD4)KNGSTN.FLSHDET ISD (N 0 S C ALE) PROPER INSTALLATION .... .... .... .... .... .... 36' . . AIL SHINGLES V I 11 DR 12 GAUGE ROOFING NAILS. 3/8' HIN HEADS. 6 PER SHINGLE. . . Cut 2' <50 ,~\'1' ~o.~~l~ oVlM1'8er s~ng1e . S'f\\(\9.wt o \'(\e o.v-e 0;'(\ (,\3 't..~\e(\\'(\e f \ \/(.: \S o\jef s o.'(l<?~ eo~e31 b,' eo.\je,~ of\.j:)OI..l"(. .? tfltfIl',,\ \ of. 0: (\0 of' lOe~' \~,.\ I..l-q tfI~')' I..lse~' ~\:o~e \s " " " , SHINGLE DETAIL N.T.S. MAX. 8" #5 REBAR (TYPo) STD. 90' HOOK (TYP.) NOTCH WEB AT THE FIRST 2 COURSES :1:5 FILLED CELL PER FOUNDA T10N PLAN UNACCEPTABLE IN5TALLTION " DO NOT DO T~IS " , #5 REBAR (TYP.),' " " , ~, 'fm. 90' HOOK (TYP.) -4 :1:2 ~.. ~ NOTCH ~ 4 FIRST COURSE .... ~.. .... FILLED CELL INSTALLATION SCALE; N.T.S. PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI - DADE COUNTY, FLORIDA PRODiJC T ACCEPTANCE jt EXPIRATION DATe: FIREHALT 2000 01-0503.03 06 I 14 I 2006 FIREHAL T 2000 AR 01-0503.03 06 I 14 I 2006 LANDMARK 30 01-0503.03 06 I 14 I 2006 LANDMARK 30 AR 01-0503.03 06 I 14 I 2006 LANDMARK 40 01-0503.03 06 I 14 I 2006 LANDMARK 40 AR 01-0503.03 06 I 14 I 2006 Ff 3: CO I-PLY PRE-CN6INEE.RfD TRU55 TO Tl-IE BEST OF Tt-lE ENG:INEER'S KNOWLEDGE AND BELlS:, Tt-lE STRUCTURAL FLANS AND SFECIFICATIONS COMFL'( UJITl-I Tt-lE FLORIDA BUILDIN6 CODE, SECTION 1612i6 FOR lZI2i MFI-l 3 SECOND GUST, EXF06URE '6' WIND ZONE (21Zl1Zl1 EDITION). TI-tIS DRAWING AND DESIGN IS vALID FOR 12 MONTl-IS AFTER TI-tE DATE IT IS SI<:sNED AND SEALED. SIGNED AND SEALED FOR Tt-lE STRUCTURAL FORTION OF Tt-lIS DRAWING: ONLY. ~1MP5ON l-1M~ ~TRAP 3 EXISTING FOOTING FLASHING INSTALLATION RETROFIT FILLED CELL DETAIL N.T.&. N'T.5. D E DAN5CO eN~INee'RIN~, FA. p.o. eox ~ - APOL.lO 6EACU - FL.ORIDA - 33512 PHONE - (813) 64& 0166 FAX - (813) 64& %~ eB 4&10 @111ESE DRAW1NGS AND DESIGNS ARE 111E JOINT PROPERfl' OF DANSCO ENGINEERING, P.A. AND 111E WENT ON 1111S PRO-f:CT ANY REPRODUCnON OR UNAU1110RlZED USE IS ?ROHI811tD. - 2003 LENNA~ ~OME6 eCAl.E NOTED DATE 2121/02 T.AMPA Dlvl61CN DRAUN B.Y. N:/BLOCKS/STD 2001 FRAMING CONNECTION6 6 EXT. WALLe DE Joe NO. PM - 5021 63.1 SCISSOR TRUSS f- Z <5 J / / / / / / / / / / ~( // - SIMPSON A44 W/ 8- f-, ;. 10d @ 48" O.C. :t<1 C ~ WOOD FRAME EXT. WALL .. ~ SIMPSON SP2 @ EVERY OTH ER STU D / / / / / / 1/4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS ~J ~1 ""'--" / SCISSOR TRUSS " " ",. "'-- "'--, /'" / "",-- ", V /' / ,,/'" 24" O.C. ON TOP OF BOTTOM ",'" ~ "'--" CHORD FOR (4) TRUSS SPANS v'" ",'" "" l'- ATTACHED W/ 2-16d @ EACC ", ",'" /v" TRUSS JOINT / ~ ~ " ", I'-. ",. " /'" " 2" X 4" BLOCKING END NAILED [)j_ W/ 2-16d @ 24" O.C. (MAX.) -~I^ ~- 2" x 4" BLOCKING (TURNED FLAT) NAILED TO TOP PLATE W/ 5-10d NAILS REFER TO SECTION 1 A ON SHEET S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION ,.............. 0..; SCISSOR TRUSS REFER TO SECTION 1 A ON SHEET S5 FOR X-BRACING, AND TOP ) CHORD BLOCKING INFORMATION '- ~ ~ o Cl o o ~ -l 0.. 0.. <( ....J 1/4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS .:.-v- ______ ;: ~---- SIMPSON A44 W/ 8- --.~ 10d @ EACH TRUSS < ---- WOOD FRAME EXT. WALL l... '- ~- 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 Lr ~ 2x8 STUDS AT 16" O.C. \1 ^ I I I I>f<::::r ::>l<: l . . " ';-; "'- 2x8 STUDS AT 16" O.C. tv-- ~ SIMPSON SP1 @ ..r (\J / / EVERY OTHER STUD :-: / K.O. BLOCK W/ (1) #5 CONT. & FILLED -1 I- ---1 '1 ~ = ~ ~ 1/2" DIA. x 8" "J" BOLT @ = ~ 48" O.C. W/ 2" DIA. x 3/16" _ _ PLATE WASHER (TYPICAL) ~ - -~ == =: ~ 1" x 2" P.T. FURRING STRIP ~ WOOD FRAME EXT. WALL ~ SIMPSON SP2 @ ~ EVERY OTHER STUD ~ ~ ~"--- 2x8 STUDS AT 16" O.C. tv-- x "--- 1 /2" NOMINAL PLYWOOD OR ..r(l) ~ O;,S.B. NAILED W/ 8d N~ILS @ / b 4 O.C. BOUNDARIES, 6 O.C. :.: ~ EDGES, & 12" O.c. FIELD ~ I- SIMPSON SP1 @ t1~~ ~ EVERY OTHER STUD I-- - K.O. BLOCK W/ (1) t: = #5 CONT. & FILLED I-- - x <( :::iO "", 1 /2" NOMiNAL PLYWOOD OR O.S.B,----------- NAILED W/ 8d NAILS @ 4" O.C. I Iv- v BOUNDARIES, 6" O.C. EDGES, V\j & 12" O.C. FIELD . o I Ln ~ -- SIMPSON SP1 @ /' .(. ~ EVERY OTHER STUD . ____-- K.O. BLOCK W/ (1) :> ------, #5 CONT. & FILLED ~ f-;:::::::::' ~"i ~ ~ ~ ~ 1/2" DIA. x 8" "J" BOLT @ ~ ~ 48" O.C. W/ 2" DIA. x 3/16" I- I- PLATE WASHER (TYPICAL) ~~ =~ - - ~ 1" x 2" P.T. FURRING STRIP t-- I-- l- I-- l- I-- l- I-- I-- MASONRY WALL (DESIGNED AS CANTILEVERED)- - - - - - - - - MASONRY WALL (DESIGNED AS I-- f-- I-- f-- I-- f- I-- f- CANTILEVERED) ----~ l- I-- f- I- f- f- f- I- f- 1/2" DIA. x 8" "J" BOLT @ 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) - - - - - - - - Sl{/v I- - I-- - I-- - I-- - Sl{/ V 1" X 2" P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) - := ~ - I-- - I-- = j\t/"""- .---=---\j -==-- NON-BEARING EXT. KNEE-WALL (B '\ SCALE: 3/4' = 1'-0' ~ ~ NON-BEARING EXT. KNEE-WALL J SCALE: 3/4' = 1'-0' \ C \ 5S J ~ --=- NON-BEARING: EXT. KNEE-WALL j , SCALE: 3/4' = 1'-0' A \ 5S I x WOOD TRUSSES 8d @ 6"0/C /12 x 4 BLOCKING W/(2) 10d TOE /NAILS @ EACH END @ 24" O/C (TYP) BRACING W /(3) 10d x 3" @ EACH C6NN. @ 24" O/C [\1 i IX IX ~ ~ ~ :.. ~, l.----2 , 4 @ 24" O.C. 2 x 4 NON-STRUCTURAL FRAME KNEEWALL / ." ~ 2 x 4 P.T. "'- MOISTURE BARRIER , ~BOND BEAM ~ MASONRY WALL .--- 4.2R INSULATION ~ ~ ~2X4 OUTLOOKER , ~l 1 @ 24" O,C. " / ".--- " / ~ "'-- / / rr- WOOD TRUSSES SIMPSON A34 CONNECTOR I :>....X V ~2x4 RAT RUN BRACING W / 4-8d x 1 1 \2" I~HO BLOCKING~ !~;:>"",,"")V AT 24" O.C. ON TOP OF () /" /" S NTO " / " Bon. CHORD FOR 4 & 2 3 16 xl 3 4 TAPCON I K )< TRUSS SPANS ATTACHED PRECAST (NOTE: MAINTAIN MIN. I "" / W/ 2 - 16d AT EA. TRUSS 1 7/8" EDGE DIST. ON PRECAST) ;y "~' ~ X JOINT ~ - - 2x4 BLOCKING @ 24" O/C - - 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 ~ =~ARCHITECTURAL FINISH & 8" O/C WALLS _~ ~- _ 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" /450MIN IX~ "-- IX \ ~IX x I ~ ~TOP CORD BLOCKING FOR FIRST FOUR ROWSJ C. ~~~ ~ OF TRUSSES@EDGESOFSHEATHINGTYPICAL TOENAIL W / (2) 16d NAILS /2 x 4 "1" ON TOP OF PANEL ~ II ____,.---- BLOCKiNG, FASTEN WITH I I 1"""'--- ............... I I I I I I 10d x 3" @ 4" O/C IXYr-r ' M~r T ~M~ '--4BoMIN ~~ SIMPSON H10 OR EQUAL~ @ EA. OUTLOOKER . \ x 24' MAX 0- ?:I: ~ ~ >- '..I .0 .....:.It .. co .. QI) lI:> '0 I:>> 0 .. - ? ~ -< \X ::110<: 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 II ~1 /2" COX PLYWOOD OR 7/16" aSB I~ SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. ~ EDGES AND 12" O.C. FIELD I I V-GABLE TRUSS :~ I V-"L" BRACE TO EXTEND AT LEAST J" 90% OF WEB LENGTH (SEE TABLE BELOW) Y! I I ~ V10d x 3" @ 3" O/C THROUGH CHORD INTO 2" x 6" P.T. PLATE I; t:-..... V- PLACE SHEATHING GYPSUM WALL BOARD FASTENED . k . FLUSH W/ MASONRY. WITH 8d COOLER NAILS OR 1 1/4" I ~.~~J LONG DRYWALL SCREWS COMPLYING /~ "- MOISTURE BARRIER. WITH ASTM C 1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL ~ 1-- USP LTPA @ 48" O/C (TYP.) ~ ~ 1/2" DIA. BOLT @ 24" O.C. ~ MINIMUM 6" FROM PLATE SPLICES W/ 3/16" x 2" DIA. PLATE WASHER END CEILING _ RIDGE x ~~ 2 x 6 ~Q SILL P.T. ,,7 ;) c ::) <> ... - 0 - ... :,) , :) 0') ~ . :I).... It ::JI~ !II ~ ~ - co <> QI) " () SIMPSON A34 Wi 4-8d x 1 1/2" INTO BLOCKING & (2) 3/16" DIA. x 1 3/4" TAPCONS INTO BOND BEAM,(1 7/8" EDGE DIST MIN.) 5/8" OR 1/2" CEILING DENSE--1 EXT. WALL CONN. ~ NON - LOAD BEARING: LOCATION d REFER TO DETAIL A/S1 FOR MORE INFO. GCALE: 3/4' = 1'-0" D \ 5S 1 -=- IL I 6RACING REQUlREMENT5 LATERAL CAPACITY (157 PLF) "'=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" 6CISSOR GABLE - (1) 2"x8" #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" O/C. D SAMUEL A. GREENBERG, F.E. ~4245 D THUY H. HUYNH, F.E. ~0122 D IRWIN J. BENSON, F.E. #4~1S8 D All ABBAS HAKIM, F.E. lIS~ 18~ >- > ~ QI) .- '0 !N I.. - , ...... !.J~ ~ , ~o. !!::z: "'0 t! :a !-.:.It ~ g -0- -- , lC- :C- i!: CD !!:- U =- oJ CD --:I: . t\, AL T. EXT. WALL CONN. '0) ~ NON - LOAD BEARING: LOCATION r E \ REFER TO DETA.IL A./51 FOR MORE INFO, N.T.S. 5s7 ~ , Dr D Al'l5CO .E. ENGINEERING, FA. p.o. eox ~ - APOL.L.O 6EACf4 - FlORIDA - 33&12 ~ - (813) 645 12>166 FAX - (813) 645 ~<a8 Em. .AtllA\ r(\ THESE DRA~NGS AND DESIGNS ARE THE JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND THE .., ~!(;of \SICUENT ON THIS PROJECT ANY REPRODUCTION OR UNAUTHOR1ZED USE IS PROHIBI1ED. - 2003 "'\ -=-- ffi CREATED 01-02-02 120 MPH 3 SEC. GUST GABLE END DETAIL AT ~rp vAULT A SCALE: N.T.S. ~ F S!? --=- TO THE 6EeT OF THE ENGINEER'S KNOWLEDGE AND 6ELIEF, THE eTRUCTURAL PLANG AND SPECIFICATIONe COMFL"( WITl-i THE FLORIDA 6UILDING CODE, QECTION 1~~~ FOR 12~ MPI-l 3 eECONP ooeT, EXPOWRE '6' WIND lONE (2~~1 EDITION). Tl4IS DRAUJIN~ AND DEGI~N IS VALID FOR 12 MONTHS AFTER THE DATE IT [e efGNED AND OEALED. SIGl\iED AND GEALED FOR TI-lE GTRUCTURAL PORTION OF TI-lIS DRAWING ONL "(. eeAL ~ 5CAJ..E NOTED DATE 112/02 LENNAR ~OMEe D D <>> ~ <>> co ~ - - T.6MPA Dlv161~ DRAlLN e.Y. N:/BLOCKS/STD 2001 " QI) -- .., " c 0::: Cl :3-; ~ QI) co - .. 0- Z::Z: "- FRAMING CONNECTION€> 6 EXT. WALLe r \... DE Joe NO. PM - 5~21 65 ~ 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN Wllli 10dx3" @ 4" O/C ~VERnCAL WEBS @ GABLE END ____ ARE @ 16" O.C. ~ I 1/2" CDX PLYWOOD OR 7/16" OSB 2x4 PANEL BLOCKING @ 48" O.C. ~ i ~ SHEATI-lING ATTACHED W/ 10d NAILS ~ 6" O.C. FOR lliE FIRST 8'-0" OF END WALL .,/ EDGES AND 12" O.C. FIELD FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOE~AILS ~2) 16d, ONE ON EACH SIDE OF "j BLOCKING ./ / I \ -' /~(2) 16d I~/Io" I IIlJ I' I l--ftS:~ DBL.2X4HEADER - 1'>>'1 SIMPSON Hl0 ~: :: OR EQUAL SIMPSON SP/2 ~ I"", OR EQUAL SIMPSON DTC @16" O.C. W/(2) 8d , /'" TO BOTTOM OF GABLE & (4) 8d INTO 2X4 W/ (4) 10d ' :- 0' ~ 2x6 SILL PLATE AT EACH END ------------= r:. '-- 8 "'-C.J. SILICON 1/4" GAP 2x6 P,T. SILL PLATE ./ FT / ( ) W/ 1/2" DIA. BOLT @ 48" 2X4 SPF FRAME WALL -'" I I KNOCK-OUT BLOCK W 1 #5 CONT. O.C. & 6" FROM PLATE, STUDS @ 16" O.C. -- r.:.;~ ~ONC. LINTEL W/ (1) #5 CONT. SPLICES W/ 3/16" 'MAX. l::) /'" - x 2" WASHER SIMPSON SP2 OR EQUAL DBL. 2X8 W/ 1/2" PL YWD. FLITCH PL. W/ SIMPSON LSTA18 (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d INTO DBL. 2X8 ON EACH SIDE OF WINDOW / TOENAIL W/ (2) 16d NAILS / j2x4 OUTlOOKER @ 24" O.C. " "F.j D(! V5.X 1 ~SIMPS01Hl0 OR EQUAL Y @ EA. UTLOOKER /4' MAX. ________"L" BRACE TO EXTEND AT LEAST X ~ 90% OF 'NEB LENGlli (SEE TABLE ON SHEET t S3) ATTACHED W/ 10d NAILS @ 4" O.C. ~ I ct,) SEE STRUCTURAL NOTES AND NAILING SCHEDULE I FOR SHEAllilNG DETAIL ~ t.-Jt~ 00 j I I ,,,", II / TOP CORD BLOCKING FOR FIRST FOUR ROWS J OF TRUSSES ~ EDGESZ ~A liNG WICAL 2x4 CROSS BRACE ~ "'l @ 48" O.C @ EACH JOINT ....... W/(2) 10dx3" / TOENAIL W/ (2) 16d NAILS / r 2x4 OUTLOOKER @ 24" O.C. D(! o or. I I I I 24' MAX. . I "L" BRACE TO EXTEND AT LEAST X I ~ 90% OF 'NEB LENGlli (SEE TABLE ON SHEET S3)t ATTACHED W/ 10d NAILS @ 4" O.C. I ~ I ~VERTlCAL 'NEBS @ GABLE END ! 2x4 PANEL BLOCKING @ 48" O.C. ~ I V 1/2" CDX PLYWOOD OR 7/16" OSB FOR lliE FIRST 8'-0" OF END WALL II ~~::G :~::~:/ 1~ NAILS. 6. O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED I W/ (2))B;d TOE~AILS \ I /(2) 16d, ONE ON EACH SIDE OF "j BLOCKING ! DtJ I 00 I I ~ I' I I /8 ",r:t /~DBL. 2X4 HEADER 2x4 "I' ON TOP OF PANEL J SIMPSON HH/O -./ : :1: SIMPSON DTC@16"0.C.W/(2)8d BLOCK\~~'x;"A~TE~, ~~ OR EQUAL / I VTO BOTTOM OF GABLE & (4) 8d INTO SIMPSON SP2 L I 2 x 6 SILL PLATE OR EQUAL ~ ...:-- . , 2X4 W/ (4) 10d /; ,,--- ~~T EACH END / n=li:~~" ""-C.J. SILICON 1/4" GAP :: ~: KNOCK-OUT BLOCK W/ (1) #5 CONT. (1) SIMPSON H3 2x6 P.T. SILL PLATE ------- 2X4 SPF FR~ME WALL .,.l Ll ~ W/ 1/2" DIA. BOLT @ 48" STUDS @ 16 O,C. . O.C. & 6" FROM PLATE MAX. _ H I SPLICES w/ 3/16" 2X8 P.T. W/2 ROWS OF 3/160~ - ill x 2" WASHER x2 1/4" TAPCONS @ 12" O,C, (MAX.). T T 4 (1) ROW 2X BLOCKING @ j= ~ =* MID-HEIGHT FOR WALL II I HEIGHT < 8'-6" AND (2) -1 1-1 d ROWS @ 1/3 PTS. FOR T =r 2X4 P.T. W/ 1/2"(b "J" ill WALL HEIGHTS> 8'-6" I I / BOLTS @ 24" O.C. SIMPSON SPl I =* =+ OR EQUAL .~I I I SEE SEcnON A/Sl FOR TYPICAL SEE SECTION A/Sl .4 4 FOUNDAnON AND BLOCK WALL FOR SLA" OETS. '\ I Y 1 / _ OET AILS {==~ ~ ~ ~~ Y:>>~ ~c ~ ' ~~ >> .~~~ ," ~~< /~~ ~ ~~~ ~~v ~/ /~~~~~:(/. '''Y>;:Y/?y)07'' 51 / TOENAIL W/ (2) 16d NAILS r2x4 OUTLOOKER @ 24" O.C. t4 ~ SIMPSON Hl0 OR EQUAL - @ EA. OUTLOOKER SEE STRUCTURAL NOTES AND NAILING \ SCHEDULE FOR SHEAllilNG DETAIL I t R~ 00 'II""' " J TOP CORD BLOCKING FOR FIRST FOUR ROWS Of lRUSSES · EDGES~ i'1" lYPlCAl 2x4 CROSS BRACE ~ @ 48" O.C @ EACH JOINT '" W/(2) 10dx3" 51 2x4 PANEL BLOCKING @ 48" O.C. FOR lliE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED w/ (2) 16-d TOENAILS \ . j/ 1t4/I.' I I , I -I ~ SIMPSO~H10 OR EQUAL I @ EA. UTLOOKER I 24' MAX. I "L" BRACE TO EXTEND AT LEAST X I ____ 90% OF 'NEB LENGlli (SEE TABLE ON SHEET t ( S3) ATTACHED W/ 10d NAILS @ 4" O.C. .. I ~VERnCAL WEBS @ GABLE END ~ ~ ____ ARE @ 16" O.C. ~ , II ~ ~~~'TI-l?~GX A~~~~DO~/~~d 7~~L~" ~O;"B O.C. EDGES AND 12" O.C. FIELD I 2) 16d. ONE ON EACH SIDE OF "j BLOCKING .'<(, f ____DBL. 2X4 HEADER ~tl"'o ~ SEE STRUCTURAL NOTES AND NAILING SCHEDULE I FOR SHEAllilNG DETAIL ~ ijt~ DtJ , TOP ~ORD IJ~oc~ FOR FIRST ~OLR ROWS ~ OF TRUSSES @ EDGES'~OF~SHEA TI-lING WICAL 2x4 CROSS BRACE @ 48" O.C @ EACH JOINT _ W /(2) 10dx3" ....... . of.' 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WIlli 1 Odx3" @ 4" O/C - ....... SIMPSON Hl0 ______. 00 OR EQUAL SIMPSON SP2--- ... Y ',' OR EQUAL Z : 2X4 W/ (4) 10d AT EACH END ~. ~. . 2x6 P.T. SILL PLATE -& "= C.J. SILICON 1/4" GAP W/ 1/2" DIA. BOLT @ 48" O.C. & 6" FROM ~LA TE / T T KNOCK-OUT BLOCK W/ (1) #5 CONT. SPL!.CES W/ 3/16 2X4 SPF FRAME WALL../ ., I I x 2 WASHER STUDS@ 16" ~.C' ~ ~ CONC. LINTEL W/ (1) #5 CONT. MAX. l::) SIMPSON SP2 /1 ~~ OR EQUAL / I MANUFACTURED WINDOW W/ DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 '0= . FRAME. SEE DET. 8/S2 FOR (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d L.- HEADER & SILL DETAILS INTO DBL. 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER ; I V 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW ~I I OPENING (DBL. 2X4 EA. SIDE FOR WlNDOWS WlDER THAN 36") SIMPSON DTC @16"0.C, W/(2) 8d TO BOTTOM OF GABLE & (4) 8d INTO 2 x 6 SILL PLATE ~X ,-<( U)I: .. ~ X 1-<( U)I: ~ X ~-<( II: U) SEE TYPICAL GABLE END BALLOON FRAME DETAIL FOR FRAMING DET- AILS BEYOND WINDOW (SEC. A/S6) / I I U~~ o/r- J I I I I I T:"'--T ] I I II I I I ill MASONRY WALL (DESIGNED I r I I AS CANnLEVERED) I II II I ___RE-BAR BEYOND - SEE FILL CELL _I I Tj:l= ---- ON PLAN I I I II I 2X4 P.T. W/ 1/2"(b "J" I I T" i / BOLTS @ 24" O.C. I I II I I I!~ !.1 SEE SECTION A/S1 FOR TYPICAL I I II .I!'~FOUNDAnON AND BLOCK WALL SEE SECTION A/Sl I VIi I DETAILS FOR SLAB DETS.\ L,,-;I II I 4==~I; 1-,.... ~J ::<'.0 ~'%~ ~ ~~ '/~)0)j;, · · ~~~ /~~ r-\W~ /~~~Y(:(<<:(/~ '''Y>;:Y/?y)07'' MANUFACTURED WlNDOW w/ FRAME. SEE DET. 8/S2 FOR HEADER & SILL DETAILS 2X4 P. T. SPACER 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WlNDOW OPENING (DBL. 2X4 EA. SIDE FOR WlNDOWS WIDER lliAN 36") CONC. SILL x ~ r: .. ~ , CONC. SILL X ~ r: ~ ~ 1 MASONRY WALL (DESIGNED AS CANnLEVERED) X ~ r: ~ I ~ - ~ 2X4 TOP PL. / II I ~ / III MASONRY WALL (DESIGNED 2X4 P.T. SPACER ~ II I AS CANnLEVERED) lLJ.:---- RE-BAR BEYOND - SEE FILL CELL 2X4 SPF FRAME WALL / TP ON PLAN STUDS @ 24" O,c. L-./ lil MAX. liT 2X4 P.T. SPACER ~ lli 2X4 P.T. W/ 1/2"(b "J"~ liT BOL TS@24"0.C.mIlSEESECnONA/S1FORTYPICAL t2= FOUNDAnON AND BLOCK WALL SEE SEcnON A/Sl II DETAILS FOR SLAB ~ETS. 1 ~ III I 4= = ~J I h-... :\,Y:"",,~~~ ~ ~:\,~:\: 'Y/'Y/'Y/) ~ 0'Y/~ v"v"'<<,, ,v,v0 />-'>%~'> /~ t>>%"''>%'' ~~ v,>~ ,'y ~/ /~<<~~~:(/. '''Y>;:Y/?y)0/' - ~ NOTE: NOTE: NOTE: SEE SECTION D/Sl FOR FRAME TO MASONRY WALL CONNEcnON @ ENDS OF BALLOON FRAME WALL SEE SEcnON D/S1 FOR FRAME TO MASONRY WALL CONNEcnON @ ENDS OF BALLOON FRAME WALL SEE SEcnON D/Sl FOR FRAME TO MASONRY WALL CONNEcnON @ ENDS OF BALLOON FRAME WALL TYPICAL ALTERNATE BALLOON FRAME 12) GABLE END NOT TO oCALE fA\ ~ AL TERNATE BALLOON FRAME 12) NICHE WALL DE51GN - GABLE END ovER WINDOW / B '\ NOT TO 5CALE ~ AL TERNATE BALLOON FRAME 12) GABLE END OvER WINDOW I C \ FLU5H WALL DE51GN NOT TO 5CALE '5b J Tl-IIS DESIGN IS FOR A MASONRY l-IOME WITl-I A GABLE ENDWALL ADJACENT TO A CATl-tEDRAL CEILING. Tl-tE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-IAT l-tAS BEEN DESIGNED TO MEET Tl-tE STRUCTURAL REQUIREMENTS OF Tl-tE FLORIDA BUILDING CODE 2001, INCLUDING Tl-tE SFECIAL WIND FROvlSIONS GIVEN IN SECTION 2111. Tl-IIS DESIGN IS FOR A MASONRY l-IOME WITl-I A GABLE ENDWALL ADJACENT TO A CATl-tEDRAL CEILING. Tl-tE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-tAT l-tAS BEEN DESrGNED TO MEET Tl-tE STRUCTURAL REQUIREMENTS OF Tl-tE FLORIDA BUILDING CODE 2001, INCLUDING Tl-tE SFECIAL WIND PROVISIONS GIVEN IN SECTION 2111. Tl-IIS DESIGN IS FOR A MASONRY l-IOME WITl-I A GABLE ENDLUALL ADJACENT TO A CATl-IEDRAL. CEILING. Tl-tE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-tAT l-tAS BEEN DESIGNED TO MEET Tl-IE STRUCTURAL REQUIREMENTS OF Tl-tE FLORIDA BUILDING CODE 2001, INCLUDING Tl-tE SPECIAL WIND FROVISIONS GIVEN IN SECTION 2111. Tl-tE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-tE FLOOR TO Tl-tE ROOF (OR CEILING) D I A Fl-t RAGM. Tl-tE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-tE FLOOR TO Tl-tE ROOF (OR CEILING) D I A Fl-t RAGM. Tl-tE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-tE FLOOR TO Tl-tE ROOF (OR CEILING) D I A Fl-tRAGM. CL , :J: . . >. I .Q .~ , (I) .<2) , '0 .0 ,~ .< D SAMUEL A. GRE:ENBERG, F.E. ~4245 D Tl-IUY l-I. l-IUYNH F.E. -60122 D IRWIN J. BENSON, F.E. .4~l58 D AL I ABBAS l-IAKIM, F.E. #S6lB6 f .~ I , , . (I) I<D ,t> .> , <D :'0 !'" .- ~ I~ , I J CL : :J: ~ CREATED 05-22-02 TO TI4E 6E5T OF THE ENGINEER'5 I<NOWLEDGE AND 6ELlEF, THE 5TRUCTURAL PLAN5 AND 5PECIl=ICATION5 COMPLY WITH THE FLORIDA 6UIl.DING CODE, 5ECTION 1~0~ FOR 120 MPH 3 OECOND oo5T, EXP05URE '6' WIND ZONE (2"01 EDITION). THI5 DRAWING AND DE51GN 15 VAl.iD FOR 12 MONTI-l5 AFTER THE DATE IT 15 51GNED AND 5EALED. 51GNED AND 5EALED FOR TI-lE 5T~TURAL PORTION OF THI5 DRAWING ONLY. , .... .0 - . , . I en , . ~. r D ANSCO ENGlINEERINGI, FA. p.o. BOX ~ - APOLLO ee~ - FLORIDA - 33912 ~ - (8"> 645 0166 FAX - (813) 645 ~~ eB 45t0 t[\ THESE DRA'oilNGS AND DESIGNS ARE THE JOlNT PROPERTY OF DANSCO ENG1NEER1NG, PA AND THE \S/CLlENT ON THIS PRQXCT. ANY REPRODUCTION DR UNAUTHORIZED USE IS PROHIBITED. - 2003 DE " , '0 ) .... . ID . ~ =u ID CL , - - <D =- <2) :J: >Sa <>> cO 120 MF~ 3 SEC. GUST eeAL"\ 5CALc NOTED DATE 5/22/02 LENNAR J40MEe TAMPA DIY'&I~ DRAlLN BV. N:/BLDCKS/STD 2001 - <D ..., c: : CI ) - )(1) ~ <D > C - CL : :J: ~ 6ALLOON FRAMINGI DET AILe DE JOB NO. PM - 5021 eb ..) \... MODEL: 110RW4 (25 GA. STEEL MODEL: 120RW4 (24 GA, STEEL SKIN) SKIN) OPTIONAL DSB GLASS OR 1/8" ACRYLIC LITES AVAILABLE (SEE SECTION B-B) 20 GA. MIN. END STILES ATTACHED TO DOOR SKIN Willi 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) 1- 2" THICK 3" TALL U-BAR 20 GA. GALV. STEEL 50 KSI MIN. (1) INTERMEDIATE STILE ATTACHED W/ TOG-L-LOC (TUP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) . o I Co LOCK POSITION (BOTH SIDES) TWO POINT LOCKING 14 GA GALV. STEEL END HINGE. EACH fASTENED TO END STILES W/(4) #14,5/8' SHEET METAL SCREWS &: (4) , 14',3/4' SELF TAPPING SCREWS. j: "L" (;> GJ I (;> Z Z w a.. o 2" GALv. STEEL TRACK, ~,jIN TRACK THICKNESS: .060" D 3"1- 1-7/8" F 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"x1-5/8" WOOD LAG SCREWS. rr= , 6 GA GAL V. STEEL TOP ROUER BRACKET. EACH BRACKET A1TACHEO W/(3) * 14,5/8" SHEET METAL SCREWS. l- I (;> GJ I a:: o o Cl DOOR HEIGHT "L" 6 -6 70 7 -0 76 7 -6 82 8 -0' 88 TRACK CONFIGURATION l- I (;> W I a:: o o Cl ONE 3" TALL x 20 GA. 50 KSI ~1IN. U-BAR PER DOOR SECTION. & x <{ :::E E~JD rSLlDE BOLT STILE I LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION NUAIR SINGLE HUNG HINDOH SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 CALL SIZE MANUFACllJRER SERIES ** DESIGN PRESSURE (PSF) DESIGN SUCTION (PSF) -80.0 -e,0.0 GARAGE SERVICE DOOR LOCATION END STILE IA2SH (1/2 32SH) 22SH 32SH IA3 (112 33SH) 23SH 33SH IA4SH (1/2 34SH) 24SH 34SH IA5SH (1/2 35SH) 25SH 35SH IAbSH (112 3bSH) 2bSH SbSH 2020SH 3020SH 4020SH 2030SH 3030SH 4030SH 2040SH 3040SH 4040SH 2050SH 3050SH 4050SH 20bOSH 30bOSH 4060SH MAIN ENTRY DOOR ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO ClOO +15.0 +15.0 POOL BATH DOOR 3' TALL , 20 GA GALV. STEEL U-BAR. ONE U-BAR PER SECTiON EACH U-BAR A1TACHEO WITH TWO '/4.,3/4" SELF TAPPING SCREWS PER STILE LOCATiON. TYP 2-1 /2"x' 2 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). BREAKFAST TO LANAI DOOR 1- I LOCATION OF OPTIONAL VENTS OPTIONAL OUTSiDE KEYED LOCK POSITION MAX. OOOR wIDTH 9'0' u # 14x5/8" SHEET METAL SCREWS 13 GA GALV. STEEL B01TOM BRACKET A1TACHED WITH TWO *'4,5/8' SHEET METAL SC REWS. NOTE 1: DOORS UP TO 7'-0" HIGH CONSiST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SH6WN). ;L~I~~~~~~~~P SECTION A-A (SIDE VIEW) 1/4"03/4" SELF TAPPING SCREWS. 14 GA. END HINGES VIEW "8" 18 GA. INTERMEDIATE HINGE VIEW "e" VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2 000 PSI MIN. CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS r STOP MOULDING BY DOOR INSTALLER (TO SUIT) (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR . (20 GA. MIN. GALV. STEEL END STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" 0.0. MIN. WASHERS REQUIRED 20 GA GAlY. STEEL i~~ wm, Twe,"S. ,"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 1'1/(4) # 14x5/8" SHEET METAL SCREWS OUTSIDE HANDLE 2x6 YELLOW PINE JAMB MOLDED INSIDE LITE RETAINER #8x3/4" PAN HEAD SCREW (1 0 SCREWS PER UTE) OPTIONAL 10 SCREW WINDOW LITE SECTION B-B SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. IWER. STILE 12 GA, GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB.../ WITH ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET. OUTSIDE KEYED LOCK LOCK BAR LOCKING 2" CALVo STEEL TRACK FASTENED TO...l 12 GA.. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET A WITH ONE 1/4"x5/8" BOLT & NUT ill OR TWO 1 / 4" DIA RIVETS. \ L 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 OUTSIDE KEYED HANDLE END STILE PER END HINGE. INSIDE HANDLE 2" DIA SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION DESIGN LOADS: +25.0 P.S.F. & -32.0 PSF. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. !;RA'-'!Nc; Nll 10' 979 REV 03 PREPARATION OF JAMBS BY OTHERS. NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURA~ 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. DES. BY MWW CHECKED BY MWW FOR e,'-O" HiGH UNITS EXTERIOR FRENCH DOOR MAiN ENTRY DOOR +15.0 +15.0 +15.0 +15.0 -e,O.o -e,O.o -1e,.4 -80 .0 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. MAIN ENTRY DOOR DESCRIPTION SiNGLE CAR fAODEL 110R,^,4 & 120RW4 +25,0/-32.0 PSF DESIGN LOAD TED AREAS DENOTES ASTM EI300 ~~~~~f~~g~~~~~~i~~~~l~;;~~f,i~g~ DATE SCALE 8/26/99 ',0"1:0 VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 1/2"x3" LAG SCREWS ON 24' CENTERS. 1-1/4" 00 MiN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. MAX. DOOR SIZE 9'0"W X 8'0"H Clopa)' 9\ifl~nq Producta Company All R~htt R~. Tht QlTQ.ngemonll d~picted herein 0/"1 the e01. pro~rtY of Ul. elopoy al..lildil'lQ Pnx1vctl Compo"y and mo)' (lot be reproduced in any form 'WitholJt its written penT'\~sslon. CEPe (5'3) 38' -4800 312 WALNUT STRfH6 SUITE 1600 CINCINNATI, OH 452 2 otvt./on of Clcpoy 8uildln, Produe1a NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE TESTED PER ANSI/AMMA/NHHDA [01 /IS2 MODEL' 110RW4 (25 GA STEEL SKIN) MODE (5) INTERMEDIATE STILES FOR 16' WIDE DOOR 20 GA MIN END STILES ATTACHED TO DOOR -l-LOC SYSTEM ). o I '00 / - ~ATENTEO TOG L: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) (TOP. BOTTOM & Ct:NTE.R r OPTIONAL SSB GLASS OR - 1/8" ACRYLIC LITES AVAILABLE (SEE SECTION B-B) . , ~ D D D D ~ ===i f == 1/ 1/ ;; 1/ \\ - \\ ~ ~ = =i r ) - .... - ""'" ^ t 1\ B B ( \ \ ( C , I - i ------- - C - V!EW h 1\ I\, 1'\ i CJ D D D D D /LO g X g (B TW N 1\ ^ I \ If (\ D D D ~ \ D D D / ~ / N I I I If-. ~ LOCATION OF - A ~ OPTIONAL OUTSIDE KEYED LOCK POSITION - 3" x 20 GA, U-BARS. U-BARS IN A 2-1-2-1 PATTERN (IE. TWO U-BARS ON BOTTOM SECTION. ONE U-BARS ON NEXT SECTION, ETC.) VIEW "B" "C" l- I " C;J I a:: o o Cl CK POSITION OTH SIDES) o POINT LOCKING x 4: :::E OPTIONAL VENTS :.) ::J: ::::l NOTE -..L DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SH6WN). MAX. DOOR WIDTH = 16'-0" INSIDE ELEVATIONS & 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",4" 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 B-B 2x6 YELLOW PINE JAMB n >> a.. >> ::z: ~ >. 0.0 >> .. ...: ... co n <D .. "0 ..... 0 >> - ~ 0< 12 GA. GAlV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB.../ WITH ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET. r- 2" THICK MOLDED INSIDE LITE RETAINER #8x3/4" PAN HEAD SCREW (10 SCREWS 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 80TH SIDES OF STEEL SKIN. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. .... - 0 ::J - .., Clll ~ In ..... c.1I - ~~ ~ :- ~ () - - >- > -J <D - "0 ~'" ~ - , ...J J.J~ -J , ~a.. z::z: :n "0 <.:;; ~ ...: ~ g - a.. - , ::J: - oC- z: > z- .u ~ -J <D - ::z: .- :8 S>> clD ~ elD <0 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 ATTACHMENT (WOOD FRAME BUILDINGS): 1/2"x3" LAG SCREWS ON 18" CENTERS. 1-1/4" O.D. MIN. WASHER REQUIRED. LAG 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 1'1/(4) #14x5/8" SHEET METAL SCREWS. END STILE OUTSIDE KEYED HANDLE &, SHIP CAP ,0,"" \ INSIDE HANDLE 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W/(4) 1/14x5/8" SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCREWS. END STILE l:!.QILZ.; 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 OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION SECTION A-A (SIDE VIEW) LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INTER. STILE D 3" I- 1-7/8" F T 3" TALL x 20 GA. GAlV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E TWO 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. OUTSIDE HANDLE 13 GA. GALV, STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. OUTSIDE KEYED LOCK LOCK BAR LOCKING Clopoy BUi1difl9 Products Compony AJI Rights R~~~ed. The QrTongements depicted herein are the sole property of the elope)' Building Products Company and mey n{)t be reproduced in ony form without its written permission. :) - - ~ Clll - ..., ~ c :.s::= 5-; -J <D :n C - ..a.. z:x REV DA TE 01 9/27/1999 02 12/01/1999 03 1/2000 DESCRIPTION CALL SIZE MANUFACllJRER SERIES ** DESIGN PRESSURE (PSF) DESIGN SlJc.TION (PSF) -e,O.o -e,O .0 ADD 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT ADDED JAMB ATTACHMENT INFORMATION 2020HR 3020HR 4020HR 5020HR 6020HR 2030t1R 3030HR 4030HR 5030HR 6030HR 2040HR 3040HR 4040HR 5040HR 6040HR 2050HR 3050HR 4050HR 5050HR b050HR OH2 I OH3 OH2 I OH3 OH2 I OH3 OH2 I OH3 OH2 I OH3 OH2 I OH3 OH2 I OH3 OH2 I 0H3 OH2 I OH3 OH2 I OH3 OH2 I 0H3 OH2 I OH3 OH2 I 0H3 OH2 I 0H3 OH2 I OH3 OH2 I OH3 OH2 I OH3 OH2 I OH3 OH2 10H3 OH2 I OH3 +50.0 +50.0 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) rr= 13 GA. GAlV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD LAG SCREWS. l- I " W I a:: o o Cl II j: "L" (;> w I (;> Z Z w a.. o TRACK CONFIGURATION 2" GALV. STEEL TRACK. MIN. TRACK THICKNESS: .060" DOOR HEIGHT "L" 6 -6" 70" 7 -0 76 7 -6 82 8 -0" 88" TYP. 2-1/2"x12 GA. GAlV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). #14x5/8" SHEET METAL SCREWS TES ASTM EI300 LIMITATIONS AS 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HiNGES VIEW "B" NUAIR SLIDING GLASS DOOR SCHEDULE TESTED PER ANSI/AMMA/NWWDA 101 /IS2 18 GA. INTERMEDIATE HINGE VIEW "CO CALL SIZE DESIGN PRESSURE (PSF) +30 DESIGN SUCTION (PSF) -64.0 -55.0 -31.1 -55.0 MANUFACllJRER SERIES t* STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE 5068 seD 606e, seD e,06e, SGD Cl06e, seD 200 200 200 200 +30 20 GA. GAlV. STEEL I~ 7/16" 1.0. ROUND PUS:~ 18 GA. GALV. STEEL CENTER HINGE FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4) #14x5/8" SHEET METAL SCREWS. 14 G.<\. 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. +30 +30 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C MAX. DOOR SIZE: 16'0"W X 8'OH DES. BY MWW REV. 03 DRA I,/ING NO, 101980 CHECKED BY MWW DESCRIPTION DOUBLE CAR MODEL 110RW4 & 120RW4 +24/ -24.5 PSF DESIGN LOAD DATE SCALE NOTED 8/26/99 CEPC NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REYlEW ALL DRAMNGS BEFORE CONSTRUCT10N BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDIT10NS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAW1NGS MUST BE BROUGHT TO THE AffiNTlON OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCT10N. (513) 381-4800 312 WALNUT STREET6 SUITE 1600 CINCINNATI, OH 452 2 DM.lon of elopey BuildIng Prcducn CALL SIZE 2e,be, (21e, X 6/e,) 24be, (2/4 X 618) 2608 (2/6 X 6/e,) 2668 (2/6 X 6/e,) (2)206e, (4/0 X 6/e,) (2)266e, (5/0 X 618) (2)2e,68 (5/4 X 6/e,) (2)306e, (6/0 X 6/e,) 3068 (3/0 X 6/e,) (2)266e, (5/0 X 618) (2)2e,68 (5/4 X 618) (2)306e, (610 X ble,) (2)30e,0 (6/0 X e,10) 306e, (3/0 X 6/e,) (2)2668 (5/0 X 6/e,) (2)2868 (5/4 X 618) (2)306e, (6/0 X 6/e,) (2)30e,0 (6/0 X e,10) 306e, (3/0 X 6/e,) (2)266e, (5/0 X 6/e,) (2)28b8 (5/4 X (18) (2)306e, (610 X 6/e,) (2)30e,0 (6/0 X e,10) CALL SIZE e, X 1 (OR e,0100H) Cl X 1 (OR ClOl00H) 16 X 1 (OR 160100H) THERMA- TRU DOORS EXTERIOR DOOR SCHEDULE TESTED PER ANSI/AMMA/NWWDA 101 /IS2 RJO SIZE MANUFACllJRER DESG.RIPTION DESIGt~ PRESSURE (PSF) 34 1/2 X e,2 1/2" **100 FLUSH STEEL +25,Cl +25.Cl +25.Cl +25.'1 +25.CI +25.'1 +24.1 +24.1 +24.1 +24.1 30 1/2 X e,2 1/2" 32 1/2 X 82 1/2" 32 1/2 X e,2 1/2" **11e, ONE LITE STEEL FRENCH **118 ONE LITE STEEL FRENCH lt12e, TEN LITE STEEL FRENCH 51 1/4 X 82 1/2" 63 1/4 X e,2 1/2" 61 1/4 X e,2 1/2" 15 1/4 X e,2 1/2" **108 15 LITE STEEL FRENCH **10e, 15 LITE STEEL FRENCH **108 15 LITE STEEL FRENCH **IOe, 15 LITE STEEL FRENCH (H) X Cle, 1/2" 3e, 1/2 X 82 1/2" 63 1/4 X 82 1/2" 61 1/4 X 82 1/2" '75 1/4 X e,2 1/2" 15 1/4 X Cl8 1/2" 3e, 1/2 X e,2 1/2" 63 1/4 X e,2 1/2" 61 1/4 X e,2 1/2" 15 1/4 X e,2 1/2" 15 1/4 X Cle, 1/2" 38 1/2 X e,2 1/2" 63 1/4 X e,2 1/2" 61 1/4 X 82 112" 15 1/4 X e,2 1/2" 15 1/4 X Cle, 1/2" +25.'1 +24.1 +24.1 +24.1 +24.1 +25.Cl +24.1 +24,1 +24.1 +24.1 +25,Cl +24.1 +24.1 +24,1 +24,1 **20e, STEEL e, PANEL ltFC-60 6 PANEL FIBERCLASSIC ltFC-60 6 PANEL FIBERCLASSIC OR ltFC-2000 I LITE FRENCH FIBERCLASSIC ( CUSTOMER CHOICE) BANCO OVERHEAD DOORS, INC. 6ARA6E DOOR SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 TEST LOADS PRESSURE (PSF) +315 +31.5 +3b.0 TEST LOADS SUCTION (PSF) -4e,.o -48.0 -31.0 DESIGN LOADS PRESSURE (PSF) DESIGN LOADS SIJc. TI ON (PSF) -32.0 -32,0 -24.5 +25.0 +25.0 +24.0 EXTERIOR HINDOHS AND DOOR NOTES 1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO BE TESTED IN ACCORDANCE WITH ANS!/AMMA/NWWDA 101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED TESTING ENTITY. 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 DESIGN SlJc.TION (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 ,f D E ~~~~~~. P.o. eox 3~ - AP01..L.O eEACH - FL.ORIDA - 33&12 ~ - (81~) 64& 0t66 FAX - (813) 64& ~~ Ee 4Ot0 0111ESE DRAMNGS AND DESIGNS ARE 111E JOINT PRQP[RfY OF DANSCO ENGINEERING, PA. AND 111E ~CUENT ON 1111$ PRO,fCT. ANY REPROOUC11ON OR UNAU1110RlZED USE IS PROHIBITED - 2003 & CREATED 01-02-02 3 120 SEC. MPH GUST LENNAR ~OME5 8CA1..E NOTED DATE 112/(1)2 TAMPA DIVI61~ DRAlLN B.V. N:/BLOCKS/STD 2001 DOOR 4 WINDOW T A6LE5 DE JOB NO. PM - &lZl21 6DWl HEADER A ."""' <?'-';-l '.<1 . EXTER~: ~ '(~I~IOR ----A ~OR II [,' PRESSURE TREATED IV:o~ · I '" ~~~'""=,""~. )> ~.~ . - ~~=:'UD<D <:] 'ij/;, I FlLL INTERIOR VOID WITH . :q '. ~ ~ MINIMAL EXPANDING FOAM . - IF PER CODE ~EXTI:RIOR -:-^v- - --^v- JAM BS A J '.~ IF NECESSARY. USE SHIMS WHEN INSTI\WNG TO KEEl' PLUMB &: L.EVEl /~ i; ~.6.'-' . 0:~~:;~~~ . <1'<1 6 . '. . . 6^ CO~~~~1ll. <1 I Y ~'II:~ ~ . . . 'tu., POU~ > . . 6 CONCRETE Sill. <; Y NO 9 ~ F'AS'11:NERS I " THROUGH 'la SILL i' ~rr . SEALANT BEAD SILL HEADER .<JL1 SERIES 900 & 950 SH .-4 ~ '.<1 . EXTERI; ~ ~INTERIOR ^ INTERIOR I, t,' PRESSURE TREATED 1 V, '" ~BUCKSffiIP (MIN, 28. .:.tI=o :1 [7 I. ":~~ """ .' . . L.i:.: WINDOW , '. , 11I1 ASTENER . <:] 1 FILL INTERIOR VOID Wm1 . '.q:'. ' MINIMAL EXPANDING FOAM ~ ~ . - IF PER CODE - .. V EXTERIOR - r-\r-- - --^v- JAMBS .~ IF NECESSARY. USE SHIMS WHEN INSTI\WNG TO KEEl' PLUMB &: LE'vU / - ~ \~ ~l~ ~ '6 > . <1 '<1 6 > /. . ' . PFlE-cAST C" ....,. 6^ CONCRETE SILL l Y . . 'tu., pouRrD 6 ^ CONCRETE SIu.. <1 Y . 1- - - - r---- (..,.. ..'.. ::. :.~ / r- F~~OO 9 If TI1ROUGH ~~ W Sill. i' # r4f ~ .~~~ <,. . SEAUINT BEAD SILL I}l;ST ALLA TIO~ DETAILS FOR FLA.."iGE WINDOWS IN WINDZONES OF 150MPH OR LESS (DETAIL A) Buckstrips must be set in a bead of sealant. The exterior joint bem'een the buckstrip and masonry must also be sealed. Buckstrips shalI run the entire length of the rough opening. A bucks trip 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 Bllilding Code, a taper, or bevel on the buck is acceptable if the window !Tame is fully Sllpported by the buckstrip at both the interior and exterior. r- Ifusing i" thick wood buckstrips: Installation fasteners should be a mirJmwn fg" X 2ill 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 maximwn 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 ill X 2*", . ~ ISSTALLATION DETAILS FOR NON-IMPACT, FLANGE, SINGLE I HUNG WI1\DOWS [N WINDZ01\lES 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 shollld 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 minimum r16" X 2ill masonry screws, installed throllgh the window and bllCkstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of 11" is maintained in the masonry, Fasteners should be located a maximwn of 4" from each corner and maximwn 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 2~", [f using I~" thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X It" wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 11" 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 thrOllgh the sill of the window. The actual size of the buckstrips should be no less than rt" X 2~". Buckstrips should be installed using minimum ~" X 2i" masonry screws, to maintain 11" embedment, and be 18" O.C. ~ '~WR lI]^MSRICA> ARCHn~CTlR.A.L ! MA""-Vt- ACn.,R~S ^SSOCl....;-10~ . \iE.'l.l:B2R 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. INTERIOR HEADER <?'.<;:1 . ."""' .~ I. . " I EXTERIOR ~ INTERIOR l."- · PRESSURE TREATED AS SHOWN) I" SHIM AS NEEDED ~ I'} WINDOW ~ I i\ I fASTENER Ir" <' 'j- I .~ <l <Q 1:. -q , , \;~IOR JAM BS . .. ,; FILL INTERIOR VOID Wm1 MINIMAL EXPANDING FOAM - IF PER CODE i\r ~~~ r NO FASTENERS TI1ROUGH SILL \>1 If NECESSARY, USE SHIMS WHEN INSTAWNG TO KEEP PLUMB &: LE'vU ~J.. /I!FlNISHED ,r--l S'LL . , .~ ~-:----:-~~ ~'////h 'J ~ 8 \ (':.'... ........... ~ )>" . . <1 PFlE~CAST6 > '. .'tu., pouRt1> > ...., 6^ CONCRETE SILL <1 . . .1^ CONCRETE SIlL <) Y Y .~ . SEALANT BEAD SILL ) ~ '~WR [I1,".."'C" Ail.C.H;':"ECTI,A.AL ! \l.....:"I..'t-^.C"T';..~s a ASSOC!Ai10N Tampa, FL -(800) 282-6627-www.NuAirco: "E.""', The window d~picted in this drawing is intended for llse 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\1A 10 I); please check local building codes for exact requirements. ) ~ ~ J ~ r ) ) r FlEXIBLE PLYWOOD SERIES F1.ASHING~ HEADER SHEATI1ING OH2/3 HR WEATI1ER ~ WINDOW R~~- ~ '/ i ~~FAS1ENER ~~~-"J..r .II:~::..:::!/;> =E -.." . ~'" '" ",.. " HEADER / . . RIGIO F1.ASHING ~ (OPT.. BY OTI1OO) ~ .~~ - ~ '<~. 0 ~ J7 v ^ ,< --~~.~Q" '*='- ,> I:. III ~~~I;~ .- BARRIER FlEXIBLE F1.ASHING EXTERIOR F1.AS~~ WEATI1ER I J ~ JAMBS RESISTANT~ ~ ~ ~~-~:~~~ I "\ ~:I ~ WINDOW _ ^ 'H Itfty /L"-FAS1ENER SiLL r ~ :) I>> :J DRYWALL ::D II :J FlLL INTERIOR VOID WITH IMINIMAL EXPANDING FOAM - IF PER CODE !: , :! S :J oJ IF NECESSARY, USE SHIMS WHEN INsrl\WNG TO KEEP PLUMB &: LE'vU - ~ . oJ oJ , !: '> ~ L. ~ FlNISHED SIlL , E: C " ;;; ij oJ , . SEALANT BEAD OSEAU,NT BEAD IF FLASHING IS NOT ADHESIVE I>> l> -J ::a '> , '> , ~ oJ C , I IMTALLATI01\l DETAILS FOR NON.[MPACT, FIN, HORIZ. ROL- I LER WINDOWS IN WI1\IDZO]','ES OF 150MPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum I~", 4d nail or 6 x I," drywall screw, with an embedment of at least It". 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. Weatherproofing: Flexible tlashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it The weather resistant barrier should then cover the !lexible !lashing at the header. The application of the weather resistant barrier wilI vary based on when it is installed. If it is installed after the window, it should be tucked under the sill tlashing and overlap the jambs and head flashing, ~ '~WR lI]^.".O:UA., ~ ARCH,-ECTUR,-'\.L M...."1..,l- ACT".;R.::S ^SSOCl.... nON . ME.MHER 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 cOllnty, All prodllcts manllfactured by NuAir Inc. meet a minimwn of 110 mph (R30 DP) wind load reqwrements (per AAMA 101); please check local bwlding codes for exact reqllirements. !!: screw embedment ofi" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each corner and maximwn 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 g". Buckstrips should be installed llSing minimwn~" X 2t" masonry screws, to maintain It" embedment, and be 18" O.C. I JAMBS PLYWOOD SHEA TI1ING ~~~~~ HEADER WEATI1ER ~ RESISTANT- ---....... Y I}"--( /" .a /' I ....--!VINDOW BARRIER "---l I /?!il/.-Y FASTENER ~~ ~.~;z;,~1---=~ RIGID Fl.ASHING ~ ." " ., ,. ~ DRYWALL (OPT., BY OTI1ERS) " B JAMBS FlLL INTERIOR VOID Wm1 MINIMAL EXPANDING fOAM - IF PER CODE ~ IF NECESSARY. USE SHIMS WHEN r- INSTI\WNG TO KEEP PLUMB &: LE'vU INSTALLATiON DETAILS FOR FI~ WINDOWS IN WINDZO~ES OF 150MPH OR LESS (DETAIL B) Installation fasteners for windows should be a minhnllm It" nail or 11" wood screws, with an embedment of at least 1". Fasteners should be located at a maximum of 4" from each comer 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. If it is installed after the window, it should be tucked under the sill Ifusing It" thick or greater wood buckstrips (not shown): flashing and overlap the jambs and head flashing, Window installation fasteners should be a minimwn #8 X I" ~!'~WR [I1Zt"EI~~~UJW. wood screws, installed through the window into the bucks trip. MANLFAC1'\JRES ASSOClA nON Window may be shimmed as necessary, provided a minimwn '"","ER The wrndow depIcted In this draw'J1g :s mtended for U3e on typICal construction. It 18 ~ e respons>b\l1ty 01 Otllers \0 determme lIlt IS appUcaOle. !\OOlTIOnaJ lIasnmg, vapor barriers, etc. may be ']lecified by tbe project architect. Wind and design pressures vary within each state and county. All products m","ufactured by NuAl, Inc. meet a minimum of 110 mph (RJO DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. Above details shown for Single Hung window. For instal1atio-r. of A'^:ning, Horizontal Roller, or Picture/Designer wmdowl use the same ~peciii.cations as sho\lin above for the Single Hung. pro...ided that al1 ore-cunched frame installation holes are utilized and with the above mentioned screw size Noe and ,cacin.. _ --^ INTER~R V)/;'::: ~~':,:". I ,". -- < .~.~:~. ~ f ""'" U WEATHERltL ~ ",,' ~RESISTANT FLEXIBLE i BARRIER F1.ASHING rn- EXTERIOR IBLE WEATHER I .-b F1.ASHING RESISTANT~ ~rn BARRIER ~ EXTER'OR_ ~' ~. FACADE , - ^. SILL FINISHED Sill. . 7: ~ ;:: :-VINDOW ~L ~ fAS1ENER . SEAUINT BEAD OSEAUINT BEAD IF FlASHING IS NOT ADHESIVE PL'1'WOOD SERIES 900 I INSTALLA nos DETAILS FOR NON-IMPACT, FlN, SINGLE I SHEATI1ING & 950 SH HU:'--iG WIl\DOWS IN WI1\IDZOl\ES OF 150MPH OR LESS (per FBC 2001) I FlLL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY. USE SHIMS ~ WHEN ("" INSTAWNG TO , KEEl' PLUMB &: LE'vU FINISHED SIlL . ~ ~~=ER . SEAUlNT BEAD OSEAUINT BEAD IF FlJ\SHING IS NOT ADHESIVE ~ '~WR lI]^MERlCA' ARCHJTECTl.:RAl. ! MA.Wt'AC1'LRtS ASSOCrAflO"'" . ME.MBER Tampa. FL -(800) 282-6627-www.NuAircom Window Installation: Installation fasteners for windows should be a minimum I!", 4d nail or 6 x 11" drywall screw, with an embedment of at least I~", Fasteners should be located at a maximum of 4" from each comer and 18" O.c. for screws and 9" O.c. for nails. [t is recommended that all screws or nails be sealed to prevent intiltration of air and water, Product may be shimmed as neces~ary. Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier shollld 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. 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. AIl products manufactured by NuAir Inc. meet a minimwn of 110 mph (R30 DP) wind load requirements (per AA:\1A 101); please check local building codes for exact requirements. PLYWOOD I SERIES .1 SHEATI1ING 1A02/3 A TW : I WINDOW "--( Vj~V---fASTENER . .~ :> i · !f;;"'-~OOD <.>.:.::-<.~::..!/. ~~ . FlEXIBl.E F1.ASHING ----........... HEAD E R WEATI1ER ~ RESISTANT- ------..... Y BARRIER ............ EXTERIO~_ ~ FACADE I' ,f . RIGID F1.ASHING J (OPT.. BY OTI1ERS) - TT1\ J.~~R WEATHER y.~~v--<~~ /~<:. ~ ~J < . ~ < __,,_ r .. "~-= 1/ . ~!"-EXIBLE F1.ASHING EXTERIOR t ~J ,~ JV JAM BS DRYWALL FlLL INTER,OR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY, USE SHIMS WHEN INSTI\WNG TO KEEP PLUMB &: LE'vU FINISHED SIlL . SEALANT BEAD OSEALANT BEAD IF FlASHING IS NOT ADHESIVE ~ '~WR lI]^-"EfUC^,' ~ I\R.CHm:cn..RAl \olA.'it-l-'ACTl.,RES A.SSOClA nON . MEMBt::ll Tampa, FL-(800) 282-6627-www.NuAir.com FlLL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE < _~ _~__Q_ I ~g~ ~IBLE ~y- '" BARRIER Fl.ASHING / 1 EXTERIOR FlEXIBLE WEA TI1ER I F1.ASHING RESISTANT ~ ~, 'l n BARRIER ~ EXTERIO~ _ '""'" ' . ~ FACADE "\~: I _ ^ 'iJ SILL JAMBS NSTALLATIO:>l DETAILS FOR NON-IMPACT, FIN, AW~lNG \'i1l'\DOWS IN WI1\'DZ01\lES OF l50MPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows shollld be a minimwn I!", 4d nail or 6 x I~" drywall screw, with an embedment of at least It", Fasteners shou:d 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. 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 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 Dashing and overlap the jambs and head flashing. 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 !lashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manllfactured by NlIAir Inc. meet a minimum of 110 mph (RJO DP) wind load requirements (per AAMA 101); please check local bllilding codes for exact requirements, IF NECESSARY, USE SHIMS WHEN INSTI\WNQ TO KEEl' PLUMB &: LE'vU J FINISHED SILL . ~ :-.7_-_ ~ ;:: WINDOW ~L ~ FASTENER . SEALANT BEAD OSEAUINT BEAD IF FlASHING IS NOT ADHESIVE ~ '~WR lI]AMERlC^, AACHITECn;RAL ! MAlot....'FACTI.;IU:S ASSOClA nul' MEMBER. Tampa, FL-(800) 282-6627-www.NuAir.com L"JST ALLA nON DETAILS FOR 1\ION,LWACT, F!1\I, FIXED WI1I.1)OWS L'I WTh.1)ZONES OF 150MPH OR LESS (per FBC 2001) \"iindow Installation: Installation fasteners for windows should be a minimum It", 4d nail or 6 x I~" drywall screw, with an embedment of at least It". Fasteners shollld 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, Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier shollld then cover the t1exible 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 shollld be tucked' under the sill t1ashing and overlap the jambs and head flashing. The window depicted in this drawing is intende~ for use on typical construction. It is the responsibility of others to detelmine 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 110 mph (RJO DP) wind load requirements (per AA\1A 101); please check local building codes for exact reqllirements. SERIES OH2/3 HR ~~.I ~at...~ EXTERIOR~. I~'OR K" PRESSURE TREATED ~BUCKSTRIP (MIN.. 28. AS SHOWN) SHIM AS NEEDED WINDOW FAS1ENER -.J\ ~OR <1.,.....1BY;..<Q'I. · ~ J7l . ~ <> .: fi: ..--. ..~ ~ ~ .,..'. . - ~e:xTtRIOR JAMBS "" . "J ^ v FILL INTERIOR VOID Wm1 MINIMAl. EXPANDING FOAM - IF PER CODE " IF NECESSARY, USE SHIMS WHEN INSTAWNG TO KEEl' PLUMB &: LE'vU ^ d~ NO FASTENERS THROUGH SILL ^ ~WJ f: -::-:: (...,,: ,,'-. ::. :.: ~ ~~/] . . .1--A't, POU~ > . . ~^ CONCRETE SIl.L <1 y I . fR . 6 . . <1'<1 6 '. . . . PRE-CAST > '. 6^ CONCRETE SILL <1 y . SEALANT BEAD SILL IINSTALLATI01\l DETA1LS FOR :>IOl'\,IM.PACT, FLANGE, HORIZ, ROL-l LER V,TNDOWS IN W1KDZOl'oOES OF 150MPH OR LESS (per FBe 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the bllckstrip 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 preSSllre treate~ yellow pine, spruce or comparable lumber. In accordance with the Florida Bllilding 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 2i" masonry screws, installed through the window and buckstrip, into the masonry, Window may be shimmed as necessary, provided a minimum screw embedment of Il" 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 i" X 2*". lfllsing I~" thick or greater wood bllCkstrips (not shown): Window installation fasteners should be a minimum #10 X 11" wood screws, installed throllgh the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of Il" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each corner and maximllm 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 2*". Buckstrips shollld be installed using minimum ri" X 2i" masonry screws, to maintain 11" embe.dment, and be 18" O.C. THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rouqh openings are 1/4' SMaller on each side and 1/4' SMaller heaaer than standard TherMa- Tru rough opening diMensions, Use only a MaxiMUM of 1/4' thick shiMS, Predrill i:he jQMbs Qnd heQders using 1/8' drill bii:. Pre drilling increases si:ruci:urQl perforMance, Use only 2-112' wood screws (#8 and #10) when securing the pre hung fraMe to the rough opening buck. Drywall screws) deck screws) Qnd nQils Qre insuf ficieni: Qnchors) Qnd should noi: be subsi:ii:ui:ed for wood screws, on the Be ceri:ain of the nUMber and placeMen1 of all screws securing the frQMe to the rouq,h opening buck. Consult i:he architect or engineer of record concerning 'Fastening the buck 10 the rest of the building struc1ure, 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 SHO~N, THE T APCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME1.1 x P,T, BUCK STRIP AND HAVE A MINIMUM OF 1 1/48 EMBEDMENT INTO THE MASONRY JAMBS, .r ~ '~WR lI]^.MCKJCA" AACHIT8CTI..liAL ! MANUfAcrt;RPS ."-$SOCIA TlON MEMBU Tampa, FL-(800) 282-6627ewww.NuAir.com lbe 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 t1ashing, 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, SERlES 900 1 INSTALLATION DETAILS FOR :>iOS-lMPACT, FLANGE, FIXED P\V & DPW! 1 WINDOWS 11\1 WI:-<DZONES OF 150MPH 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 if it is pre-cast. All gaps must be sealed. Buckstrips should be pressure treate~ yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or beyel 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 r?;<' X 2f' masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of Il" 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 i" X 2k". If using 11" thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X I~" wood screws, installed through the window into the buckstrip, Window may be shimmed as necessary, provided a minimwn screw embedment of It. is maintained in the buckstrip. Window fasteners should be located a maximum of 4" !Tom each comer and maximum of 18" O.C. The actual size of the buckstrips should be no less than l~" X 2t'. Buckstrips should be installed llsing minimum \1;" X ~, masonry screws, to maintain Il" embedment, and be 18" O.C. HEADER .<JL1 -&-~OR . ,.. .4 ~. '.<1 . EXTERIO: ~/ :J~NTERIOR ~ . · I I , PRESSURE TREATED ", ~BUCKSffiIP (MIN. 2i. " , AS SHOWN) ~~ SHIM AS NEEDED WINDOW fAS1ENER ~~~~~ HEADER WEATI1ER ~ R~~-~"/ /"af)----~=~ ~Jg~-~JI..~:.~::.:.~1> ~E . rI ~. ',e "'1 HEADER RIGID F1.ASHING ~ " "- DRYWALL (OPT.. BY OTI1ERS) "- h, INTERIOR ~H. - I < .~~~..<' f Jy / ~ · ~ WEATI1ER l ~IBLE ~L ~ '" -~W~ F1.ASHING Tr EXTERIOR IBLE WEATI1ER I --Ii if F1.ASHING RESISTANT~ ~f' BARRIER ~~. ~~~- ~",.:~ - ^ ~ SILL .'~ . '<l<:]~ '>:=~ . " ~ ~~ So. · -- V-EXTI:RIOR I _J r FlLL INTERIOR VO,D Wm1 MINIMAL EXPANDING FOAM - IF PER CODE JAM BS IF NECESSARY. USE SHIMS WHEN INSTI\WNG TO KEEl' PLUMB &: LE'vU NO FAS1ENERS TI1ROUGH SILL y /J it ;r ~ r.6." . ;.~~:;~~~ . <1'<1 6 '. . '. PFlE-CAST ;> '. 6^ CONCRETE SILL 1 Y I' II _-_ .~~> f.' . 6~ ~2R~ SIlL <1 v , . SEAUlNT BEAD SILL I ft 6L I ff ~ .1rf it'f I U6' 6L.~ I I I I {/ .1fr ft' ~ I -16' 6L I I I I I bf' X ~ +fr f- ~ I I I I I -16' - --' - -' ...- - SPAC[E EVEN Y - -' .-- 6'ra 6' -I 1- J 6' 6 ut: I I I I I 1- 16' 6 r II I I I II I I 'I J6' tl ~lr[Kr~ ~Lr ~m~ ~lo/.~ SINGLE DOOR SINGLE DOOR ~ I SIDELITES SINGLE DOOR IJ SIDELITE !~'~!AAR [I1~~~t~ , ~ ASSOC."'" nON . MEMBER 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 AA.I\1A 101); please check local building codes for exact requirements. I SERlES 200 I HEADER & 500 SGD A ^ ~/~~%~ · I III/! If J I / 'lL INTERIOR SERlES IISSTALLATI01\l DETAILS FOR N01\l-LVlPACT, FL^,'GE, AWNING I A02/3 A TW WI\'OOWS 11\1 WIl\DZOl\ES OF 150MPH 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 bucks trip is not necessary at the sill if it is pre-cast. All gaps must be seated. 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 ~" thick wood buckstrips: Installation fasteners should be a minimum ri" X 21" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimwn screw embedment of 11" is maintained in the masonry. 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 i" X 2t". Ifusing I~" thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X l~" wood screws, installed through the \\indow 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 ma'\imum of 18" O.C. It is recommended that fasteners not be installed throllgh the sill oftr.e window. The actual size of the buckstrips should be no less than I~'. X 2k", Buckstrips should be installed using minimwn \1;" X 2i" masonry screws, to maintain It" embedment, and be 18" O.C v- FlEXIBLE ~ 11 F1.ASHING , WEATI1ER ~ RESISTAN!~ " · ;~~'b ~t::~~ ^ N~~=ER SILL EXTERIOR -;ff f:=: ,~~/ ~" ~// /h~ ~~ .... ~2::;- <~.. AFTER ~ INSTALlATION, SEAL ~ JAMBS HORIZONTAl. JOINT~ BETWEEN TRACK , AND JAMB ~ ~~ . SHIM AS NEEDED """""'" ---r I"'l..~~~~ ..li:~ ~ i~ l ::l.J\ - : 111'1--- I " ' I .. j: .. : ': j MINIMUM 1.' RECOM- MENDED II M M EXTERIOR FlLL INTERIOR VO,D WI111 MINIMAL EXPANDING fOAM - IF PER CODE /1 IF NECESSARY. . 6 USE SHIMS WHEN . . INSTAWNG TO _.1 . KEEl' PLUMB &:~ . - TRACK ~ 4: . SEALANT BEAD -U\ . Y USSTALLAT10N DETAILS FOR N01\l-IMPACT, SLlDNG GLASS DOORS IN WI1\IDZO:>iES OF 150MPH OR LESS (per FBC 200 1) 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 yelIow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the door !Tame is fully sllpported by the buckstrip at both the interior and exterior. I .3.Nt ct.f ' ,h '~, .. l' 1 6'L III II .h' 68 ,. l' ~ ~t- I f- 8 I ~ I I I 1-16' ( 3' 3' 1 1 I I fr I -1.6' f-f 6'L I ,- ~, I I -3." L 1 I 4 ( - I--' SPACE EVENL Y -~ - --' SPACE EVENL Y - ---.. -i I If using i" thick wood buckstrips: Imtallation fasteners should be a minimum ~" X 2i" masonry screws, installed through the door !Tame and buckstrip, into the masonry, Door may be shimmed as necessary, provided a minimum screw embedment of Il" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. The width of the buckstrips should be no less than the frame frame of the door. 6' ~I wi tl tl I ,~,-~. I ~~, Jr I .~ 6SLrttr~'~ \ l1 [1' \ ~'~t i 'I~J6' lt~ ~~ DOUBLE DOOR ~ I SIDELITES ~ . <> <: lfusing I~" thick or greater wood buckstrips (not sho\\n): Door installation fasteners should be a minimum #10 X It" wood screws, installed through the window into the buckstrip. Door may be shimmed as necessary, provided a minimum screw embedment of Il" is maintained in the bllCkstrip, [)oor fasteners should be located a maximum of 4" from each comer and maximum of 18" O,C. The width of the bllckstrips should be no less than the frame frame of the door. Buckstrips should be installed using minimllm~" X 2i" masonry screws, to maintain It" embedment, and be 18" O,C. DOUBLE DOOR ~ '~WR lI]AMEKJCAN ! A.RCHiTICTlJRAL MANlWAC!'URl:S .4.SSOCIAT!ON . MEMHtJt Tampa, FL-(800) 282-6627h'wl'I.NuAircom The door depicted in this drawing is intended for use on typical construction. [t 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 NlIAir Inc. meet a minimwn of 110 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. I SERIES 200 I & 500 SGD ~1Bl.E PLYWOOD SERIES 900 I F1.ASHING~ HEADER SHEATI1ING P\V & DPW WEATI1ER ~ J WINDOW R~~- ~(r ~~fASTENER ~~~-~J.~:.~::.:~5 ~E ---" . ". '". .. HEADER /. n .. RIGID F1.ASHING ~ ""-J i L DRYWALL (OPT" BY OTI1ERS) : J I h, INTERIOR IV' ~.:F. :.~: HEADER ^ ~~~ INTERIOR . . INTERIOR A ~. ~ /~" l O;,rb( <~ --L. ,:-A.r-, 7!f!!;.... ~m I :! : ~ JAMBS i · ~ · ~NSTAW-~. SEAL N N HORIZONTAl. JOINT~ EXTERIOR BETWEEN TRACK AND JAMB. ~ l.-: v'' ~,..- ~ <l FILL INTERIOR VOID Wm1 1~1EC~, MiNIMAL EXPANDING FOAM . 4 USE SHIMS WHEN - IF PER CODE . INSTI\WNGt:~O KEEl' PLUMB &: . - TRACK SHIM AS NEEDED MINIMUM ,*. RECOM- MENDED . SEAlANT BEAD !~ '~WR lI]AMCIOCAN ARCHITBCTURAl. ! MA..\jlJFAcruRES AS5OC~ nON . MEMBER Tampa, Fl-(800) 282.6827. www.NuAir.com I1'iST ALLA T10N DETAILS FOR NON,NPACT, SLIDING GLASS DOORS IN WINDZOKES OF 150MPH OR LESS (per FBC 2001) I Sliding Glass Door Installation: Installation fasteners for jambs and header should be a minimum #10 x 11" screw. Installation fasteners for the track should be a minimum 11" masonry screw, AU fasteners should have an embedment of at least Il", Fasteners should be located at a maximum of 4" from each comer and 18" O.C. for screws. It is recommended that all screws be sealed to prevent infiltration of air and water. Product may be shimmed up to l" if necessary. ffi CREATED 01-02-02 120 SEC. MPH GUST 3 r D E DANSCO ENGINEERIN'~, FA" P.o. eox 3400 - APOLLO 6EACA4 - FLORIDA - 33&12 ~ - (813) 645 0166 FAX - (&13) 645 ca6~ E6 4510 fC\ THESE DRA'MNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND THE ~ CUENT ON THIS PROJ:CT. ANY REPRODUCTION OR UNAUTHORIZED USE 1$ PROHIBITED - 2003 " Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier ShOllld 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 door, it should be tucked under the sill !lashing and overlap the jambs and head flashing. LENNAR ~OMEe 8CALE NOTED DATE 01/02 TAMPA DIYI610N D~ B.V. The door depicted in this drawing is intended for use on typical construction. [t is the responsibility of others to determine if it 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 (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. DOOR 4 WINDOW IN5TALLATION5 \.. DE Joe NO. PM - &021 ..) 6DUJ2 -N > ,~ 3 ~ S QC '? ~ ~ ~ o t ~ Q i i till ~ ~ 8 N ~ ~ g ~ z ~\ll(ll\l.c. Hl'rLlt.lJ ~~~HJ~L- 16 'il/IG' MAX. TYP. AT HeAD/SltL srE COLUIiN 'A' FOR . ND. or ANCHORS ~ AT HtAD OR SILl.. I --......... 40 MAX. - ~o/~" - 2 'JjJt. hW<. 1'(P. AT HEAD/Silt. CORNtRS ~ ~ , ~ ~~ ~ "" ~cr .. ~ ~ .. ~ ~u@- .. ~ - ~a. ~ ! [ Ii ~k"\D. Il 1~ .. __ _tL ___ _IJ____ ......--rr---..11---- ,'/, II r- .//. ---. ~f.~ ...... ...--, ~ ---- OSlJ-ANH. ::::::::: ClASS ::::: !I H II II II III :.. I- II II II II ___.1I____JI. __~ --~TI---.."\,.---... H.f/.II~ _ _dJl~~JI.~ ---l(.//~r~-- OSB-.lJlN. :: ClASS r ::::: ~l" it II 11 11 II l"u .-0. 'V;oO I"l~ ~O XO OR oX SIZES WJNDOWDIMS A DSB-ANNGLi\SS mIT. (+) INT. c-) 4 60.0 67.0 4 50,0 61.0 6 50.0 61.0 6. 50.0 67.0 6 50,0 54.2 4 50,0 61,0 4 50.0 64.9 a 50.0 54.3 6 48.6 48,8 6 42.9 42.9 '"4 50.0 61.0 4 5l>.O 50.7 6 38.S . 36.a 6 36.1 36.1 4 50.0 . 61.0 6 50.0 61.0 6 60.0 50.1 4 50,0 58.6 e 50,0 50.1 G 39.6 . a9.6 4 46.0 46.0 6 36.1 31M A ~ NO, OF ANCHORS peR HEAD & SI!.L . SERlgs -8500 Al.UM. HORI~. S1-IDING WINDOW PO~PARATlva A~f\~VSIS CHART BASED ON ffi-1130 OF 01,21.95 TeST size ~ 7'Y X 4&" (OX) D1:SIGN LOADS = +50.0.. .43.3 PSF WATER INFILTRATION tEST ct 7.S PSF rES;rSO GLASS = DSI3 ANNt:AL~11 WIDTH HEIGHT ]la , ~ ~() Co- .~ ~ I t 33 1/4' 0,1.. OPO. I . 2411 36H 48" 60" 12" 24'1 I 33 5/18' D.1.. OPO, JG '/4' VEtl1' wlon~ no WINOOW WlOTH ~I ~m ~~ !< 24" 36't 48" 60" 7').lJ 36" 'NPICAI. EI.F..YATION TESlF.:D UNIT , '- Ih ',,~ ..(> ". ';If, 11~ -1>- ~(J .I:t "J~. : 'f~ .o=r 24" 36" 46" 60" 4B" .@. ~ 37" 53.1/8" .74" 37" 53.118" 74~' 3711 53-1/8" 2G" 38.3f811 50.5/8" APPRQYt:p GONFIGVR~TIONS ' GLASS WIDTHS TO se: EQUAl. ON MOYINO ~tjo F1:(!m LITES . ... . WOOD "BUCKS Nor BY LAWSON INDustRIES, MUST SUSTAiN " r-HPICI\L ANCHORS lOAOS IMPOSED BY GlAZING SYSTEM AND TAANSF~. THEM TO mE eUIL01NG STRUCTURf:. IDY O~ aev ,... I.IOOD DUCKS tl' . :.:.:: . '4 . ~ , ." . ... ~ . I I '. ". ... .. " . . ..j. - ~ :','.:. . <l :. . ... .\\ I :. :. I . .:ae ..,' . I ... .. ~.'~ ~ .'..:.....;.:..:':.:'. __~~);J\.~':~; ~ . .: .,:.::'/. _ ~ ""-- 1")\ .t;' .- .~ ':1I1~",.,J <D-~ r", ~ r @} 0' rJf v- .- "' ~ ^ ~-@ @)', @ A .. " G 0 ~ ~ il: ~ gi ~ :l: ~ . ' r I@ W2 t ...... I ~.. "0' . I I' .' · · · . JI ~ TYI'[CAl. ANCH~~ . - . -Ul7!S-- rr m... f)'\ -r 1,699. ~. -. I e,le~ L' 050 ),126 I LM up, -1 '-1:~ 100.J FAAMI! HeAD [',343- , !fi~, ~:" M6i! 1r Tit. J uru -; . LUI7S--. fRAMe: 51!.!. .--b;l 1 6::f~--r l.o'S:J ~ ,993 L. ~. SH.L TRACK t ..... p,lJl1 I L-1~3 1.-761 1.-761) 1.-7:54 1.-77a 1.-7S1 1.-756 1..167 F'S-OQ& Q\lANtrrf I 1 a I I 'U VENT I As RtoD. AS RtOD. a liS RtOLl. AS RCOI.l, AS RtOD. AS RtOll. (..0170 I'\lS-003 , I'\lS-OOS PIJ~-Oa4 1.-72a 1.-163 1.-164 . /,-74a t.-741 L"7$J SI VENT a , a. , 2/ "[NT a ~ 'iVEEPHotgSJ WI ... ().-IJall )( 1/4-" DRAIN HOLE) AT 1-3/4- FROM tA~,j~2 W2 :I (,. l< 3/1 a" WEEP HOLE) AT 2" FROM EACH ENO Or v,"'" ~ ii ~ ~ . . y ...../ ,~ll~ ~ ~ ~ I . Jj~~ ~:: ~ =11 ~ '. - --.:-. ~ ---r,l ~~ .. . . .~!_---~ Wor.Jl,i TYPIC~1. ~NCHOAS . ., (' . .u'" . r 'n... l' .~~ ...' r 1,.e4j 1 I !l I I I C!.OOQ I - ~ ?r~ U I i .0S2 TYP. o ,3J--:-r .696 I " L937 l- I. L ....; .749 fRAME JAMB - .era - I i L-Y-T .3fL- I.~OO ..:.-l ~L tyl'. :~~ J~ ~ , ll~ VENr TOP IBOTTOM RAlI. @ ... VENT \Jll)TH IS\' em as~_ VOOD BUCKS 2' ~~ D.L. opa. ~E - Nm~ - t. THIS PROOlJet IS OESIGNEO I-S feR TH! SOlJiH flORiDA IJlJlLOltIO coo~ 1994 EOmo~ FOR l.ILUIl-OAl)! c<>VktY OR zoot n.ome,," atllLOINO cODE. . ~o FaA \'/tHO .LOAD3 ~. PER.ASl:S: 7 USINO COflRE:!lPON~IHO LOAD'. e. WOOl> BUCKS f1( OTHEAg. MUSt Ol!: ANtHOA(D PROPERl.Y TO T'flMSftR LOADS TO THe: STRUCiURE, . . . . ;J, mCHORS S~LL 6lt AS USTED, SPACEO AS SHOWN ON O&TAII.l3. ANCt10R EMeEO/dtNT TO BASe MAttAIAl. SHAtto ail SEYONO WALl. DRESSING OR STUCCO, DESeR1P1'IO~ w.T.E~u.r. mNF,!SUPPU'E1l/REMAmiS. FRAH&: HtAD &0&1-TII .. rRAHt SILl. 6063-1&. .. FRAHlt JAIU 6063-15 .. FIXED RAn. 60&3-TG .. VUlT KEtnN~ R,W. GQ&:J-TG" TO? MID Dono~ RAIL 6063-T!" JAHS STILE 60~:1-T& .. c.t.A2lNG BtAll ALUl1JN\J1i ROLl. f'OliHtD fRAHElVtNt AsstHlll-V $CRt\lS . . a x 3/4' P,H, P:1II.t.iPS fiX. RAIl. 511.\. SCRt\lS .. . a lC at P.H. PH1LU?i__ vtHT JMiB RAil. \I'STRlfPING VINY1. 1/.4' llrA, &\J!.B Flit StAt. \/CATHtRSTllll"i'lNO - .t61' lC .2tO' oaeO-&OOl..9) FIN stAt. IJCATHWTR1PPmG - 019'1' lC .3S0' (183.H,OOl-1) . Flit stAt. 'w'f:AiHERSTRlf'ftOO" ,(1)1' l( .31G' m~-6001~~1 . .. VEN1 rAt!! GUIDE: VEri't ROll.ER HOuSING VENT ROLW/VIiEEI. SILL 11lAl:1C [NStAT Voo LATCIf \100 l.ATCH SPRlllG Pl.ASTlC PLASTIC 111lASS 6~-T6 6~63-T6 .. AT a-lIa' FRCK EHIlS fA HI~SPA~ AT EACH EN/) @ AT B' FROM eUllS - . @ -TVPICAL ~~cHORS rrEll 1 2 3 .c s G 7 8 9 10 TxPIC~' ANCHORSl SE~. ELE'i./CHART' F'OR SPACING 11 3/16" TAPCONS :: INTO 2BV WOOD BUCKS OR WOOD STRUCTURE . I" MIN. PeNETRATION INTO .WOOO ' :: THRU lav WOOD BUCKS INTO MASONRY OR DIRECTlY INTO MASO~R'( .l6 ,...t/411 MIN. EMBED INTO MASONRY . . 17 ~E:^LANTS: .' lit . CACH VENT ;ORNER SeALED WITH WHITE COLORED S~L4.Nr. ." ~~ 21 aa 1/-4' SHIH tlAl(. ,(, ,f ~t t~. t":~l. .J 3';~' . , .~. . . r--- y ,- T;\ t.....:_ ~)ftJ "JD 14 ~r- _......___,S.y 'l/ J ... .1; 13 .c ... ~..Qi2~_....- .~ . ~,~, ,,/ .;;P . At . :/~. . ~/V. ) ; rnAM~ !Q? CORNEB ;:) 4 EXTERIOR \I1NDO'J IJIOTH ~O,)c'\YQI,IT me OF?OSI~ J - ROLL FORMEO ALUM' G.v.2INO BEAD .--05a ANN. GtASS AOHESlVt . 1EOOINCJ COMPO\JNO //'-" \ \ W " ,-'It - PL~ZINQ PE~Al.t. FIXtO IJ!cr, RAil CORt;ER ~LoJ ...!: f~ ~~ r1.63S- , '1 .1 III r' .: \ fq:' . r- I --r. .'12J ,1 If] L_. . t ,QsaJL J l~l,o'w F'lXED MfG. RAIL rM3B, ,7~O -i? ; :;;1 . II :-fft. I f-- ~ 1.&lO .65& ~ I L-- ..d---1 Ll.oooJ MEETING RAll, t ........1.S:lB- "" rosa J ,ar;- ~ t ~l. .6?6 L ~ i,QOGJ JAMB stn.e - . .. . .' . ... ... ~ (if l- X 'Il . .~t . l-~ I' , i) \'~~:: , . tf. . .f. :., ..a ';"~I (!... , ..t~,. I Jo.' t ..t.~':'.. . . ,". " ~ ::V,.,t'i't ~.n. ".~ , ....,:rl.':.!:.:~~,.... D.1..0Pa. ... I'" 6' ~~ _ ~ t~J ~ I ! ~~~" ~ ~ /....... y~t{l. ~OP/~OlTOM COBN!as :~ J" ~' /' ~ ~~~~A . ~~ .~ ,~~ V.... ~v' ! rn1ye. BOTTOM cO€iliEB - ". ..1 ./lQ.'V"""" f 1'-$ ~ ~, v '" 1I1~ S.H,S . 1W' MIN. WOOO EHsro ,...@ 5 112" FROM CORNERS &. (& MIOPl?IN r 2 lC (P.T.I WOOD BUCt< . NOT BV t.AWSOtf INO, MUST SUSTAIN 1l1POSEO ..0,\08 --:- . tit... 1\ SHIH HA)(_ l- 3/1611 ANNEALED GLASS FIN FRAME 2x WOOD BUCK HEAVY DUlY RAIL TEST UNIT PERFORMANce SUMMARY ~r>z. :.-..-...;. sHi~q.., r.1r.g" ~ I~'........... ..,"\ .6~?~ Lie III.T.I /II II ~ . WOOD illICit 0@: m, I _ Cl.IAR AOHSSIVE 3/W'''ANN. BEODING COMPO UNO QI.AS .. It ~lt~~~f:1Cl . :' @ t / 'i I- 1.~rf ==;) \I" ; ~rll~ ~ ' tf3\ -rb ""Ii r '-!V I j 21 ': ~~~ . l:: ~ ~. @ 11 ~~.29~t~alir I @ _f1l4" HAl(, J SHIH --- '~c,~~ . CLIlM AOl{f:sfv.: atOolNG ~CHPOUND .-3/W'-ANN, GLASS ~b t-o' . ~ It 10 S.H.S. 1~" MIN. .....000 EM6E1J SEE SCHEOUU BEt.OW FOR ANCHOR SPACIllG 1TYP.. Info" ~5 AEFIiRENCltl FTL..1891 '2.11-97 TUT SIZ!.', 51.~1/a" x 75-112" Test LOADSI ~94.S. -94,S PSP ~~i~~ r~f,e1RATION~i':T~e::~ ~i~ TESTED (jLA~Sl J/lr....,Il.NNgt'lt:Q MAX. JAHB SCAEW SPACING- 15-3/4" & '8~]/4'~ / J I'rs 1\11 1\ v ~~::... @-...... ?:i ~~;~hM1:~O @ tJwOl'lW wroTH "I ~r-- \ / I, @ t.,ft,. 2.~SQ" NON.IMPACT RESiStANT' ___f'IIlo4 1 - PLAN VIEW .- WINOOI" wroTH. u ',+ ~10 HEAVY OUTY ME!TINO RAIl. I .\ ,h 'f N.T,E. . I 20~~1lIl," (TYP,I I 0 ! f;VJ.;' HAX.-j- 3/1G'.ANNeAlEO ~~SS.HO flAIl. WiNDOW OOMPARATIve . ANALVSIS OHAR"l' Wlt:OOW DI!SIGN LOAD DIMfNPIQNS 'OAPACrrv. P$F ~.l,llrH tlt!ll)iT POSITlYI N(Qo\TlVC ..'Ctllll bNU'.11 '''''' 6),1 51U lltttl""'UI ,. ".....,.. ,. .. a.I'1 u 6:'" nUt 1; If, tlt . &;11 'f'fi1i:~. If ~ ts:i:,i," . &),3 h,:. 1t-lIt OJJ u'''' Uolii' n.m ." ,'u 'ire:&." . ,u'i'ft'. (SI ~u'6Ij:i" ;~i" . . · It:',;.' ".1)' I \".4" . ".11' , I:' !!t~~ . ~.4,~!ft ii':IIi' &O.SII U.J 201.' ..u';iUt ts' . ~ 6t:; , .. .. ""0 . t. . ... ......"......... ...Ctu.... u.va 6U In ".VI OJ,) uu ii:tI; " .. ii:Jmth . 'i,'.:, ton ' ISI . 6'2.1 .. ',ii,I . .."" HlltltU.- . . t ... U,I/' n.J , ,.., It.tl' 63.1 t~'" 'id:/,i 6J ....,;,; ill..2 . 1". l,j '4 ',tii .t t1 'H'\"\~:; si:'ii'i n I' m . ,. .!?:.\~!. 61.1 IOU 21.1/2 14.\/4 . 6j" ... '"',;1,'-;' . ;, 1tI" ;;" u.s . 'II' ''''''''4't' SM/O 6U. dU tllJ.IN pJ.IlCNTHUIS IIII1lt:AltS NO. ell ....litHCRS p~ l"tllI - ]-;'1,." _ ITYP,) 1 !:: -=. "oJ ;~ ~o a~ . rl@~~. ~.. g~~ o. .a'w ;~ ~~ ~a ~~ ~1S ~~ [r~~~/2" (rYPI. . 4:'112" HAX. IT'l'P.1 " } / ///. //// crp./ . ~ .J ,j . .if~ I ~ I ""'_. :~'8 W1 ~ 2 . "I" 1~S,H.S. . H~" MIN. WODe tHeED .181 @ S.lJ2" fROM CQ!{NESlS C It ' I &- rjilHIOp\)m r ;j r / ' ~f~/ ,.~~ ~~ ~'if 11109,1,1.9. ,~" HI~, WOClO tM8S0 @l5-1I2" FROH CORNtl\S &. @I MIOPOIHr l2 ~ Ip,T.) . WOOD a\Jct< '.11'''. L It(P.T.1 WOOD Buet( '--- HEADER & SILL SEOTION . --, ...- ALT. SILJ. f!t;QJJQ.f\1 ELEVATION fiN FRAMe SINGle HUNG WINDOW NOT~SI , THIS......INDOW SYSTEM IS OISIQNEO ANO TeSTEO TO (OhIlL Y WITH THE RtQUIREMENTS OF THIi \U4 OAC! COUNTY EOITION OF THE SOUTH PLORlOA 8UI~OINa tOj)~ 19.1,B.C,' CHAPTf:R 1" CHAPTER n. CHAPTIiR 3$, UNOER TH! SPIlCIFIC CONOITIONS SHOWN on 'tHIS ORAWlNG. 1. Z II WOOD DUCJ<S SHALL B<< IN9TALL.6D 'NOT'BV LAWSON lrill.) AND ANCHOR!U SO THAT TH! OUILOINO IUSIS1S THE SUP2RlMPOSlQ LOl\DS In ACCORDAHCE WITH REQUIREMENTS OP '9910 s.p.a.c. . ) ANCH~ OIlSCRIl1f:O IN TIn L""'OU" AR! AS PER Tnt UNIT. OtHER . . COUOITlllli/S TO BE f:N01NUREO S~PAIM TELY. I. AN(HO~ CONtllTIONS NOT OEStAJBea It. THlS DRAWING AA! 10 BE I!NGINUAEO au A SIU SPECIfIC BASIS, -. . . --..... . "_I_I'" "'..." .' 1)( IP.T,I WoOO BUCK APPRovroASCOMPLYjNG~flit~l.. . WrNOOW HOT 0'1' LAWSON IN!> SOtlTltfLtlRlOA BtJllOlOO CODlf WIOTH r~lJsSustAIN IHPOSElbATG .-'~ .:'( -1~ 1100\ "r.:~;,i~.. .. . .~~~ - to) ! 114:: SHIM _ · 8U~lIaCOOECOMPUAN~E Qif'fCII H" ACCE?T.woeNO- Ol~ 116L.1'J.:.. ..I '4 ~ u /.:31\4.. ~ T APCOt4 (5E( SCHEOIJL!' . BEI.OW FQR NUMBER OF At/CHaRSI . - ;'~114" 10'\ HAl<r (TYP.l Iryp.. i __ -~-l ~ ...t, ~... 1l1lj' et:. ~o . r IQ\ ~g \V "0 ~,. CI "T: .a~s" ~ ~ ll)M ~~ t\'" Jo~ ...Ill ~2 j , I ,," 10 S,H.S. . 1~" MIN. WOOD (I'\!IEO . . AS SHOWN ON ELCVATIOH CI . 4._ I'" .0.\ . ~'~al~H5ju..."Jc~~\~V POA ~1Ia.-Atm, ..... .. . MI~. ' 11'0 s.to1.S. GLASS FO~~~STII ~~~,!1f'~'o'1..ocOo~t~:ID \ CLEAR AOHUIV&7 .. n... ,.., i\ i tODING COMPOUN 4 A 4 (f . @l H19POIHT E'HIlED. . If '{P.l . ............. <V-~lC(PT.1 1.1U". .......... , wooo aU(K . . """I1'\)('.J ~ '. ~ ' 61tH I 7\ J;i - '1)"'.., 1\ .\l. /' · ~'KI.. . . ..~. to'S 17 r;;_~ @@ I: 'ro 1. I~ 7 :- CLtAR AQHCSI....1l -:7 31l6".ANN. BEOOING COMPClW"a IC II' TJ 01."$1 WOOO BUCK ~l:~Mf~Q :1, . a jl . f ton:;~ @.~ ~1 :: I I I A I ELEVATION fLANGE fRAME SINGIJ! HUNG WINDOW ~ @~~V I --""- , \ .........'1 ~~ / ~ //// /// ~ / " USS" _ _ I \ .i 4 ~~.. ~. .J\Il ~ :: ~ == eHOED. .~ /.. ... .3U" Gt.AZING @ 01 OItP'rH (ElIT!). .. _ ~ , WlNOMJ WIOTI-f / ' ~f~/ . ~,.. - 'II .J 1J~ ~.'J" 10 "d1 H.l!AVY DUlY ME1mN(J RAIl.. PLAN VIEW 3(16" ANNeAleo GLASS . ~)(~~il~~gBUCK _111&"0 TAPCCN H'd^WOUTVRAIL " @4" fROM COANERS TeST UNIT 4 '. 4' PERFORMANce sUM~MBX .. REFERENCE. PTt..189G 11.a.91 · ~'lC IP.T,J TEST SIZE, s:J-urr)( 14..1/4" · ,/, WOOD BUCK Tl!sr 1.0AOSl .94.5, .94.5 pst: r~.,.~ lIfo"HAX DESIGN LOADS1 .63.0,.&3.0 PSJl .:.::: I-.... r" SHIH' WATtR INPILTRAl'10N TESTI 9,5 PSIl , ~ r ____ I TfSTEO I31.,&,SS, llI6".ANN!ALI!O .,t!9" !1A:<. JAMS SCREW SPACINGl 15..3/4" & 17.3/4" . ..L.. .6:".. . NON.IMPAO'J': RESISTANt . ~ '~ '" )' :lI1IMNNf~eO GtASg.HD RNL @@j l~. WiNDOW COMPAAA'TIVI! .. Iii It , :.0.... nllM ~OHESIVI! ' ANAl.VSIS cHARi . stOniNG (QM~CUNO WlNOOW 0 SIGN LOAD OAI'ACI1V. PSI' OiMENSlQNS WOOD SCAEWS CZlc WOOO SIJel( TAPCONS UlC WOOD EltJc~ TAPCONfl(tlt WOOD Bue\<) ~~m ~~e~J mrt~: POSII'lvl I1tO...TIVE QT'\'. Of POS1"V! IiEClATlVr ~l:~~ POS111vr N(~A~IY( \v.llm 11).;1 laM n,) IU.4 U.J Z4Q.6 . 2'.:';;;' &',,1 ;".2 Ill' 'riJ"~' . "i"o,:i eH . 1'1),1 : )1:: u 111 ....r:~~ ... ::'. ';1'4,; ..: ;~~h" . j,.~: IS) '....,.F.....: ';'i'L:l: . S).1I0 n,) 1U su n.o .:t.J aU ".111 6U 14U au IU.G u,) nu '11"'''''' . . . 1 .... ht....4" "" II'" .. 41'''' tt 111'........ 1~-"Z IMII m ....ap~., n!;~. '151 6!.! .. . .!'.':J. 17I ,..J.~t. ,,~.., .n 6U u... . ,U 84.' UJ m.o Hi,:tii .. "~l .. Dt:;". ". i'J.3 ri:"" u 02.! ii.i t!~'~!I!t. ~1;1.. ft4 w.. ~!,~~..~ 6.'~ ~~).6 ~.]f! .... ..". ~!.Jl!. .!~~.1/.2 u.s" tU "~.., U6:'., 15) ,...~.?:L..." ..e.!;! tH e.H ~l~' )f n I 91.6 U2 6U &:J.J U'I." .. "1 U ...."....1.. ,U.. .. . .. .. .. ....'...., '"'UI' 5I.v. U,) ".0 . - II).) 6z.J .":.!!.I . .~.~~,.... 2~~~.. .~~:~..... ~"J~.',~.. . ,.~.~~. .. ",.~ 24,1/1 U.J . \'1.9 IU 94.1 UJ 11M '''i','' SIP (,. t,'ii to. II'. ;0';,,'-' (&1 ..:, "jJ (81 H"slii.'. ."ii:i.. , HI .1 , . ........" , t ......... to ,... , . 51-". n.J lU 11.6 &.D,S >>.:t u.' AbL HF;AOER ~_Sll.l. SEOTIO~ 1,",11, n.' 21U .,.s. 13U 6U"U 'i,~vz n,J ISI.4 . ... 6'j'.j'" , . ;~O:i 51.3 m.o uti'" 6J I1J..' tlf'. . ,..'UU,,,, . t11 ttl ,. ."1" . )7 n.1 101.'7 6),) ".9 au u.' ~'_"I' 6;.1 eM . 'S',:$'" SU IlU 6~,1. . ".ttl e:u Iln .~u ... '!G;Q .. u,J 15L1 '".,n' .:u no.\ U,' ".1 IU \09.5 . . 14-'''. t1l ..... " 111 191 s) i.' Ho.rnp...~W1tlUISIHlllC"HSH),OP . n. "1. . 1M n,] ";0 . ~. . .s,.~ ....IlCMdRS PCR JAKlS . n.u. . IU SU -". 19.1 SU . ~ . 0 1 oS ~ 1 '" Ll I.. ~'VP.l &.. HAl<. (("'P.I I .J . " " I -" I I <fo) I 'l@ 7' I~'\ ~ I ..Jtfl .~ l~ r- i'.. ~n:;~\. ~ n ! Q) lil;lQHT .6'J1" ' , , .r ~. · . .~~ . . r,~h; 20 I II I IS 28 . :Ti"_ . @ @ \.. clll!; .4. ,,~ . .'4 · :J:\')/~'" 4 " ..... . EMBED. . .. ~ . 'm...r 11"" MAloC. I !i~IH II III 1H.S. W,"KtN.WCODEI1BIO "" ~fl<at(.' @!'to fllOH CQ~NER9 ,; l>,/ '/" :llelP.T.,... ,/ '~ WOOO aU(~ ~ 4 . .. 1;'71&" MIN. ,I;O?~P'I:J't, 3116"10 TAPCONS @) '-PRON COllNERS . HEADt;R & SILL SeOTION U1'S. ~OTeSJ . I, THIS W1NOOW S'l'Um IS OESIONtO AND wm:o TO COl'II'LV WITH T/{! A60UiIUHUlTS OF tHE 1994 OAl)! COUNT V .EDmON 01' tHE SOUTH. PL01UQA BUILDING COOElIS.f.e,C.. C~APTER ". CHAPTeR a). (HAPTEI\ 3&. UNOtR THI SPECIFIC CON01TlONS 'SHOWN ON THIS ORAwma. 2. 114 OR ~ Ie wooo aUC1<S SHALl. BlIN31' AUlD tHor 8't't.AWSOH \NO,. AND ANCHORED SO THAt THI BU/I,OING RESISTS THE SVP!t~MPOUO LOADS IH ACCOAOM~cr WITH REQUIREMeNTS OF \994 S.U.C. 3. ANCHOR OESCRlsro IN YHISl,WOUT ARI! AS PER UST UNlt.O'tHtR CONomOt~S TO BE ENQINEEREO SEPARA'UI. Y. 4, AN(liO!\ CONOITJOHS NQ't DESC~letD IN THtS ORAWlNG AR~ TO DE ENGINEEREO .Ot-f ^ SIT! SPECIfiC BASIS. . ~" 7030 H_W. 37th CT. ~. ... ArTATS O.N MIAMI. rt.ORJOJ\ 3:1141 ,; . Y Y (.ro5) G96~86&O II; "'OUSTRiI5,lHC UAMJrJ.CTtlRERS or WINDOWS. ooofl$ I' :' ft 61- I 6'T -I ~ THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST RouQh openings ore 1/4' sMoller on eoch side OI"tC~ 1/4' sMoller on the heoaer tho.n stonaord TherMo. - Tru rough opening diMensions, Use only 0 MoxlMUM of 1/4' thick shiMS. Predrill the jo.l"lbs o.nd heo.elers usIng 1/8' drill bit. Prec(rillfng increoses structuro.l perforl"lo.nce, Use only 2-1/2' wooel screws (#8 ond #10) when securing the pre hung Fro.Me to the rough opening buck. Dry,woll screws) deck screws) ond nuils o.re Insufflclent onchorsJ ond shoulcl not be substituted for wooel screws. Be certo.ln of the nUMber ond plo.ceMent of oll screws securing the froMe to the rouQ.h opening buck. Consult the orchitect or engineer of recorel concerning 'Fostenlng the buck to the rest of the building structure, CONTRACTOR TO PROVIDE A 1 x p,r, 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 SHo\olN, THE T APCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME{,l x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS, f...I ~' ft ~ff 3: I l-16' 6L I I I I I {o' . 2'rr tt'~ 1 .16' 6L I I I I I 6f'x ~ ..t-rr t- ~ I ~ I I I -16' - !--' - SPACE _ _EVENLY - -' .."...- SPAC[E _ -' EVEN.~_ -, I 1-~=r6'6,rlll II. 1-'6'6,rIIJ II l=} :rU f~rl6' :l'U l;;. 6 ~~~ ~/h SINGLE DOOR SINGLE DOOR \01 SIDELITE SINGLE DOOR \1/ SIDELITES II I I 1 16' ~ill U~ ~'l .._~, " I h'6' .. ~, 3' '"), -I'- f- ...:>- '.: II J J' ( . :1tt r .6:~: 6'L III r I ~ 6'J II f I I 4 -3'Ll[k~ DOUBLE DOOR 'vi / SIDELITES ! . i t i , i I ! , I 3' 3' T T .1 I fr I .1.6' I '" '. .~Jra ~ ly.-:: ~-- ~ ~ WI..... ....... . .fB?~.~~ t~-(9)~ fr 6'L I I I ( - -'I" SPACE EVENL Y -1-0 1- , - ...,.. SPACE EVENL Y --Ir , I rt I I 3.1 1- :16' ~~ ~ I ~ I 13' 1 T II 11116' ~i 6i1-1 ~ l&1 J,"l h ' .. , ':{, L ':{ 1-,' f...' DOUBLE DOC!R '. & CREATED 11/11/02 120 MPH 3 SEC. GUST r D E D\AN6CO ENGINEERING, FA. p.o. 190)( 3400 .. APOLLO eEACf.4 .. FLORIDA .. 3~12 ~ oM (&13) 64& t>f66 FAX - (&13) 646 ~~ sa 4e)t(l) @niESE DRA\\1NGS AND DESIGNS ARE ll1E JOINT PROPERlY OF DN',SCO ENGINEERING. P.^- ANO ll1E CUENT ON llilS PRMCT. ANY Rl:PROOUCllON OR UNAU1110RlZED USE IS PROHIBITED, - 2003 '" l.ENNAR t-10Mee 6CAl.E NOTED DATE ",en DOO~ .$ WINDOW IN8TAL.LATIONe TAMPA DIVI&ICN pFtL\lLN ay. '-- DE Joe NO. FM - ~, ~ 6DW2...L 3/16" ANNeALfO GLASS ~ltoNrfU~B BIlCK STANOARD RAlI. reST UNI't P/iRF9RMANOli SJJMMA8V ' AfFEAeNCE. l'TL-ICl92 IZ-S.'91 TEST SIze. !l3-US" X'IL-1I4" TeST LOAPS, .1>7,$. _67,S PSP OItSl<lN LOAOSl .1,5.&. -1,5.0 PSP TEStEO QLASS, )<'~._AIjNULe:O _ HAl(. JAMB SCAEW SPACINu. 1S.U"" r. \1-3/4 Y.QN-!MPACr RESISTANT 311HHNEAI.El1 GtASs.5TQ RAIl. WINDOW tOMI'AAA'l1vt AJlAI. YSIS OHAl\T ' WIDOIY DaSlGN LOAD CAPActlY. PS? ~lMlli~1QIf$ WOQll~~WOODO\l TN'CON2 IItWO01Hl~ TAI'COllSl!xWQODDUC~ l\{1~1I' lITY. 111 ~CS,ft'/t 1/1GAtl\lE OTl'. II ClO'ltlVC ~UIIITI1/t iP\"llf POSITIVC I/taAtlV( Oft,' 11,,"1 U 140.. rr.t.., ~ ~;ti . n}. ::~i' iiI - . ~ "li'i.i'. t).) . '--{;iA"1' . us "It.~t*_ .1!-1: .. i~... 'Ji.~Ct- . _ ../ '.",,'i ~ . H., .. su SI.O . 4).) . 'r... j~J : ..'1~. . ....'.!.. ,:~I~l;.'_ . 'JoJ 11"~; IU "'" tU .m.l - ..,U ~ ,..)1' . III iH' 'lOTi' . lSI .ii., - '.~; . 111 4'U..' ',.;:, .. . hi' li.i . in' .,..,~' u;r" ii,' us ,n;,. .. .- !.~~.- '!.';.~-, . ~;l gtt it J 116.4 ",I ".t nl'" .. '" h' .-..... . lC'?,' 1$1 ..j~'."'ioi. '111 'n,) .u.. IU aM SL" ,~,~...... -. WO...:: '" ._': .. s~t, H..'"' ,2.1 '"'' IU ,~,., I),) "... "j~ .. . \j;.,~' . I,.) . .,u . . .titr"" "''"nt~.' . 11.1 'it.t la)'" 6tj . ;:.:;' I (I' III i,:,' . ;,.1 t .. ..it; . ;i:,'" iij :' . $'i3 ".. '~''',i:; 11..1 In' IU uu I).' 11... . jb'w '14u- tU 1~'.2 1'1 '-"u" ""Ii..i (II il:i- 171 IU TL' "j eU '.~~ ~'t. "'.t ,..t .t. 'l,~' H' '-;:i:il P U.. . '" '1.1. 'au 'u "toO U.J '$~' . ii., "-,ii, 61..1 lI.t nt'" i,':;..... . ',G',.I '" 1hll' 111 U" ,I..J,,,..1ll 'ui: .' '~o au .,.... .~PRODUQ.T. SPEC/FIC. gqNDIT{Of'j~I~ oeSCRll'flON Q1 f80aucn ~\~ . \,11 flAllor FAal11 A\.W\ltI\II1 Sl~li\t H\IlIll w~100W ~U fill MAI1l AlUiI'tiUl1 smalC 11\1II11 W/IlOOW " 1-'001' OU'CII~TIlI!!l StIUIS. S\M~OO IfLN/'C 011 flit 'RAI1t1 1.1 cvrnm $IllS, I1.AI1~U' IUTea UHlUl U I ",MI1lC. nil.. 1<14. ." \I'-1\I9~' I fll'ouP U I fllb; " HO- "Ido .1$ II~' 1\191\' , Tl6' -lIto \I. tQli'I~Vl\J- TIOH> Olle u ..to , ." t p' v,,, ISI1.AIlCU t T U ItO lI'A151 \.S.I 'lAfIH. ~O JIt' 1M. I )6 JI~' hl9~ 1.5.1 fllh SO U'" ,,141 I n '/~' "'9h 2 t!A!ERlAl. CH~e-~I[fICS: L1 IlIAHtJ..1<'O \leNt tlAttA1A~IAIU~1Ul1 Ana'f ~OU.TS &0 16 lue lOUH1t n'lul~ 'rpI~ t.'~ U.\ OI.Alt1l0 l1"ttl\lAl. )/16' A!UItJ-ltO 0\.A5~ Il^G.liO.IU\I, IHI. &0 11921 . on AA'I(.\ltll ClASS IV!!. WI. In). IU', r. ,oeil U.2 OlAl~IQ 11(Tt10Go tl(TtAIO~ OLAteO \JSltlO" C\.tAIl COlot1tO ACHt$lV( '5,\I(OH(- ocoanlO to~OVtlO 11l.t.,OOll A!1ll ^lllMllIUH ROL\.lO lll"%III' OtAD. : r.J W"L~I Cl'CMIIlQ lllC. ILAOGeh TESlCO UwTSI FiXID ltOlIT. U 7/0' ~!~I . U )/'- hl~ CILM(l';C O~ fill rRMit! OPC!lAlltC vt~t, Ll7/a- "'~I . U )14~ hIgh 'fl.ANOE a~ PIIt '"AI1CI U f'l"t-It [O~~Ul1ICTIONI AlL AlU~1l1U11 HettOlIS lUU' 'rp. y,ltl.Il\JTT 10>>1'. FRAt1t tOlmiAS A~C HC1JIlCO WITH T\oIO .a I ",- $l1tU I1tl Al stnt\olS. ttf'lJ-tku~ '~HJ J.f~ A1I()'iJ Ju.~.,fllrOnJJ "", flAMOCI<t,o,O. S01.ll1 60U," O.7L9-nl.tH...0.4U.ItII.hCt.ua.6tUI0....a.n.HO" fPi "'....0\ SOLI:l 60U." 0,:"- ..,. ,",, I 0.""1.1. lilt IlIIS' Ot.p IOwa. ~L.lSlll 2.7.1 nAnor IA/'\US\ ~Ollll , IOU'" \In- ul. tIC..' 1.la' Inl. I.u . un- dUp IOWa. N1..1SCH rut IAl'lH. OQl.IO 10U.TS \,11l- ..1.11... . I ,""!rIf. tll' I 1.)$- 4.., IO"'a. H.1s:1I U., rVlloc SrL~. $0\,10 60U.H Un"up. lICe. .UU"IM. 'ot. I UU' qU, IOWo.IlL.1$UI .t~ U.l.a 101.10 IU~TS 0.141' clI.IH... f.~9t'I^,. hCl c Un" OttlllDWo. IIL.75ftl U.' tlHIOfO RAlI. STO,lIIQHe.., oou.n lO"- ..!.Iue. I U9~-IroI, "" I O,1U' (tit Iowa. nL.150" 2J.1, "utelO RAil. l<C1~ IIDlLa.., oon.H 1.0"- pI, Ill.. iU9"tIIt, p"o I "'DO' dlt, 101-/a. IIL.,5001 u. \fll4' to"UAtI~fJQ~ AlL Al\Mlllll1 sttTlQIlS IMU- IrP. w.Ul. Dun lal<<T. '01' AHe DOTtOM . yltlf tonNtRS Mt HC\JAtD \,I1Tt1 tlo/D as ell'" SHCU I1tTM. SCAtlo/.. 'r"tHt6,.. 'ht!l,.~ AJiHIt ..,htJ ~IM'j)~1.. 2.4,\ In!' RAil. $10' 1f000l~ OU)." ton- HI. hu. c un' In!, fACt c 0.11t" 4..Jl IClWQ.IIL.UOSI lOP ~A'" ItOol t'01.L~ ,on.u \.001l" 1.1. lotel;. ....n. 11.1. IACt. O.",'I1.tP IIlWQ.ItI,-lS091 1,1.1 COT10M ""'I.' 1/0llOW tOn.n tooo' ..,. PICO, c Ulo,'IM. Put. O.T'" 4.., lowQ.nl..U"J U.l IAIID R"'L' IOlla tOn.r. Il.ln" .,P. PH". I ~OOO'lnl.III' I OJ"- ~ttP IOWG. n.u,,, U \JtAT"[!,.$Iqlllllf~ ~ IlLlI.I.,I..". U.\ SlA,'llIa.; o.Ieo' wid.. .1a' ""'11 WiVL D\II.C '.U $~9" AOII G,ln' I<hl,. .no'lIlt" PIIC WITH m1(CMlP\.AST,C '"' U.1 S"'~f Roll 0.)11' ,,111, . .~'O' N911 PlI.t \.I11H rnUQIlJ-l PLASTIC fl!4 U.&. SI,;!,I1QII 0.11" w1~. . )'ll" h'gll pU WITH lltf(~ML PLASIIC '~I Ui~~DI:{'~t. .~ !lotl,I.".", '1'o?I0 $PAUIO .. PlAl'" OAL"litt . IW c."",. TWO 'PAll((Il0AOtO ..WMllo'1JM 'l~lC ~OCIC OliC sPRnla ~CAOtO AlUt1lNufI "OM lOtI< "U FO\JA PtASTI( VCHt Ullt~IQl\ tACt Cl\l10(. H~11 PUIII.. t.'" tWO ; steil. I Me. oUt BAl....UCC ell' . I"" CO<1OQ. u.s two' 'GAll-litE D\Jloe r. C"I1' t1U1 Plulles I u ''''0 /lVe "II' ~11Al'e vtlH ITO' . 'WIllOR~' 'Yo,,1 Co. 1.1 \Jt!O tfoH ~h ~ Dllffl,I'''' ~ I ~O \. wetp liOTtH Oile: AT tACI1l/10 0' $1\,1. StAlCff RU AINtlt AT TWO ,- I "ll" wttJl'ltOl.C mt(IlhCOlA IC SII,L HAtlOf. ') II'. CJ.. fnOli fA (NO 110M: uHO ".,. nST" '-1011\ l'UlSt, a(CORATlve tWU1UiS Ant A~~oWtol ~1i("~ '"6''' ~1~ ""'1'.1. nLa;.l'\ItCi~'. I 1.1.1 CXHAIC" HUNTlII1HQUOW un.n 0 in' ,M~ . LlZS' /I'9~' .OU' 'rllo ~tl\lowa. IL.TSlll , u tJf1((IOll l\\lHf"" 501.10 Hu.n '.1l~' hI~" , .0". fJ'l'. ",1410\010 NL.nnl t.. pcMOIlttt1tllf' l!QllC 1.10 "os. " . HONt " 2." HiL,o,!IISJ. rRAl1C CORlItRS. flUHe Sl\L nisTAtLAtl1ltl SCAewS l>iiO ,IJl[O HUtU!11 - . IIAI\ A' eMIS ....[lIe st"ltO....!11t CCl\aAtO seALANT "lIU'WlS SUPCA U"L" ~,It AD0\1111.""" DUCII'P~'O~' ,,~ws!ll!.Ittl)II$TAilS IQ("II~I("TtOtI \ADtt.lt, 'A.I1C ttt~o." . ,~1~@f.UWGEFRAMe Pl~tt.lJ./'o!~1!Q.9.w TeST !:JNIT p.mfP~Nce $UMMtolfi ~"f~~~ ~ m~. 11 1/4"' flAH~( 11 ovtA 1I ,fu LIlAOS. .Ii.,..T!J HH" OR fa w~.eIlO(I ~~~~ ~;tTS~A ;lli.t'Tia~ W uP USI'O '\ASS. ,;,~-.A""fAlUI KAlC. 14111 StRlW $PA(l!IO. 1$.)/4' ~ 11.'14' (lltl'.oM~1O "or~a,,'01n lWiEQ OK m.1 an HIT I.le. U "".16 I"" - n.A~'C I' oye" \I 6Ul Lt'~; :'}f..'.O.IXfo~I~' O~ I. WOo OU(I<I T"'f'!. O~lU .~m.'~"~['UlI HAlC. Il110 StJItW "A~' IS.'H" IT,'J~- llltt. OAAWlUO# tf"JT.. Q' r) m~f~~"~~~I' .PlIJl01110VCllIl HAl LOAIS f .Iu..,rtn, It. 0"" w~,C\lOlt oniON LOAfn... "I). .t:. nJ'. ,ut(l1a\ASS.~tAWI. l1U!.I~tlO U~lW PAOtllO' 'S' ~ I)- !t\t'J'. OAAWt/lO # .r"II.1 01'1" 'e~SEll oft n"'Q~) an s.J( .11'." Vi' - ,~tJle( 11 aVtA II un LOAOS . .1U. ,n.o PH II' QR h I./ll.11/(1t I DUIGIi LeAOS . .~f.) .\ll ,sl HIHD oUtS 'Jl1.1l~IIfj'.trJ) tW(. lAlla sc.ltw 'PAW/O. It-1I4- r. If.lfL' (lit!. oM'MHO III GT~U.4 ct n 'i elEVATION f\.AI<<:1 fMIM S.H. \WIOOW ~ "" VEUT 1I0tl 011 11 All. AT FAAHC SIi.L A TEACH vtNT jAhO R"'~ '" Pl~lll HttTl)I(lltAI1. DII, 1 n(M" ',.i;'olI ntoo. ClSCl11l'fIOIf I L.1IU f fLAJlGtrAUlC IftAIt 2 ...1111 I fL~( flWlC SilL , lom~ 2 RAtIl:UAAl1t lAl1t L L-l$1I , fi!l IItAIIC ~tAO I l.mo , rlllrllAl<tsll.L I L-7UI , flJllRlJtClll11 , L.UU I fllAKt IlMtll RAil.' SflI. I L-l~tS 1 Vttrr 101 ftl.!\.' uo. , 1.lIO. , 'AH(IlJi10AAlL'f1,lt. ,$ L.~\ot , ~rnIlOl'UI.-f1,lt. II L.1H~ I 1/CflU01'TOI1 RI.L 1'1 l. un , . VtllflAII8 R.... I' L.ll'I' AUtll'1l li\.AtIl1Q DUO 11/1'1 1\ L.1SI&. ASAIO'!), ll\Al\l!OB AOI~II.-' , \) 'MO" ASRIlI'll flUtlUlSttlell$(1)(WL II fl.OI' AS lUCl'1l, Il1fAUUJ1l1IW1CWS 11 rl.~14 AHli:l'O. IldHlUTI<<<<IltWS II l.ml AS hlo'a. SoTtlll1 ~A' \'tt\"C. \1111' It ",s,on AI tIJrO, llf 1tA1. W(AtI<tl.$UII' H PWS.HI AS/ltll'Q. ru15tAL I1CA1~tlI.stA1l' II PWS.OU A$1ltll'O. StAt WU.fl1%/MtAIl' II L.7 If "ULO'O tlC1CA1CHAut t1IIIIT~ U l.TS\) S AtCl Rflll\lllUAUe HUIlllll I' L.m' AS RL1l'O. SA$fI fAtU\JlOC " L.ln , SAJ1HCII G\l()r "AI1 II l'llll 2 IAtltSl1l1' 11 '.1I11 f ZlQ(J(' tAulAAflll ~I Slf(hl.1 StAttHCIUnT U l.UU PAoOllC' tAOa al -1.6..1 ~ 'AT t"Cll m't\C IAHII ,A' EA. (liD O~ OOTTOM RAil ,..T CCNlro 0' aOnGliAA... , pm veHT j"MlJ nAIL I AT [Arll FI1Al1t JAMS ,.., t~Ct( [JfO OF v(JIT tap M'l I At toP o. tACH 'RAM( IIlH!J . '.1.1 1.'.1 u~ ". _' " IP.T.I wOOQ QUll( 1I0T D'l' LAWsaN 11<0. HIIST SUIT A1141111'9S(0 ' lOAOS lJS--"NH. OLASS to . d . .. JI\6" 0 t APtell 1St' saielll;U llElQ\oI . reR N\lHQCI1 01' At/CHQlISI .. t608' . . PLAN ViEW .. :r " ! ~ g .. ," iI 1&1 01 N'l'ROVEa AS COL1Pl,(\~ \\:nmi SOl/lllI\QRIMOUlloo.'lJ cooe ~n:~L om~;rn' HtKlliT6'f ~ a PRoovct COII1 lOMSlQl/ W.l.O'UG COO! COIolXJAlt:i! C1'f1Ct . Atemt.llce~'O..QI...ll~b.. ~~_,. 16 1(1<0"". 7 APCO!IS C). ,. FIIOH tOIlNt~$ WIllT ..... ".110 ';i. III 'S1 's).lIi \'.11' 1a-Vr ~il ' u:ii,' \"'1' ti:'tii- .. 1'; ........ n.'" IM16 2i:i,,' , i;' , it. \I" '''''' 'Il.iit' ii~ 'ii: jl 1 \1.\11 ";""1 h' U.III II u III ..~,~ }',~: ::" I :. Ik~ . ,.TI.' I1IH. tHDeO. toot OISf. . ',.1'. '/l~- ~ 'APCOIIS ~ '" PR~ CO~PltAS .." HEADER & S'll6SEClIO~. . lJ?B"~. NOT~SI . ..:. . COG ,~iIIDOW S'r'!ITtH IS DES/GNtO'!'NO HSTEO to tOI1Pt.'l' WITH THe . REQU~(HtNTS OF tIU: ml, DACe COUN'Y tolTlON 01 THe SOUTH '~an""A ll\JILaING cooc IS.!.B.CJ tHAI'Tt~ 4. CHAPttR aJ. CHAPttR H, IJfIOtA .tHt SPECIFIC rOUOlTlQHS SHeWN Ot/'HIS OAAWIHO. ' : Ii OR I .11I000 lI\Jtl(S SllAlL fit mUALLCO \!lOT Ol' lAWSOIllIlo.lAkO . M/WOAEO sa tKA f TIit OlJ1(.CIHO RESISTS TIIC SOI'E11IMJ'CSEO LOADS U~ J-CCOAOMte: WITH ACQUIREMENTS 01' IUr. S.P.O.C. ). ANtHOA oUeMICO 1lI'TlUS LAyaUT Ant ^5 PClt tEn UMT. OTHtA CONonlONS to B~ Etlt'llt/(tA~O stPAMU\.'I'. '., - . L. ANtI1QA COJil'MtlrnS IIOT OCSCll16EO l1f THIS ORAWINO'AM 10 Be ttlGlli!tAtO ON" sua SPECifIC IIAStS. \ all',T.1 WlXIO Quel< ALT. HEADER & SILL SEOTION .. ...-, ...... NlI.lH PAACllll1UIS 1IIll1C~TlS 1<0. ot ~IICMns,m lUll NONMIMPAOT RESISTANT WINbO WIOT ;> .a ! ~ ~ N .... S ""' ~ ~ 1 .....l ~ ~ ~ ~ tIl ~I ~ ~ ~ 8 N S ~ ~ >-l 93 Z /// ~f-:/ f- Oa h '" ~ i, .B,S- i~ o I lil;! ;~ ~lj ..Je :i ... I' ' ~f?/ ~ .' c..JlC," IT't'P.1 - 6.IIZ" MA)(. ITYP.. eLEVATION FfN FRAMe SINGLE tfUNG WINDOW. -'-f)'Ilil ~RleS.7500 FIN mAMa mlli!!Ji~WINOOW TES! ~efi~19RMAN~6SV~ D.UeoC."",,\O~t . . tUf $t1C. 5C. II.'. l' Ill' . F]1f II ovtA II m~ota"J; :'.'..I:i.!\fm~t \0111. DlItlC.I "'Anll OIIlL IAAf1CU 1[" I U PI' tatlo aLAn. H,..-.~OI[Allll ~~~':r~J;I<~G;'W)1L" ~ If.lI" ~tlitW ~,~t~. ".. ';N II DVP' \I m~~'tml :l,I'~7;,~\U~Uh wOo outl\.l tUTeO ll\..US. RJI....'''''.1I9 "AlC. jl,t\G S(~tw "ACING. ,)' r. Ihll.- .!'U'. oAA~ .. IT. 111, , at7J . 'Ie 11".1'.1 wo~o BlJ~1 .. NOllI'l' LAwso"I~I. nun SlIST"lN 1MP4S't/J LO~\lS :l . r tllo" SHQi KA J,Ii"'. \lVP.! \lS'.AHU. (l\,ASS '. '. JIlt,,- 0 TA;(CH' IltCSCl1EOVLlt . eROW fOR NUli6~ C~ A~lSASI . /' ' /// ~/,~/ I' ' "fff/ j i ELIWA110N fJ,"W~U.\i, Y<'IMlOW . , neAR AO!tUIVC OEtlC11tQ Cot-II'CVW, IlIP T.I . WallO Dllel( . ., uU. fLAN VIEW .lJ.Il.tllI ~ llo,C..">> ~tMI OAAIo/lliCI Olf "U WlTIIU"'fOIlIl/l)_ Akg rncttvlCli.. A$lOtlAtU. "'t. t. ~\L ,tiOlfll""'. PWO"rUo A1 FtRt&TAA11lllt It'TlIfO L"~CR~TDJ\" II1Ll "tALEM.'t. 't1cr;/~Nl!At.\O GLASS m 0 000 BOO\( lES RAIL E ISO M REfllUlitrl PTt.-lItll '1.8-9'7 t II IP.1.. 'faST IIIZe. 53.fI'-)( 1l.t14" W DUCt( n:S'l'I.OADS, .94$, .,L,' PSI' ,,1." HAll': Q!SIGlt ~OAOil ,&3.0. M&3.0 PSI' !lHIJi W"'.tlHNl'lt.tR~TlON1UTI UPSF TFsnO O\.~S$1 !'I'"-~NNrAU:o ' HAX'(2''&'11a SeAN SPACltlGt IS-J/4" I. 11.3/4" NQINMt'AOT RESISTANt '. :l/ll-ANHnAUD G!J..S S.UO lWt W/NCOW OOMf'AAA11V6 ANAt.VSl9 CMAAT o SIGN LOAD CAPAQlV. P&P . TN'CONS IIWOOOOU T>>cONS(t1CWoOODlJCtO ltJ. POSlTIVC lIC1lAftvC ~ 'f' \/S l'GSlfttlC 1r(~Attvt . If!;!.~ . ...tf~':.4 t.).l . ,f.... I>> . ,!:' I~~ lU ,....a.!-!...., ,~.~. .., !)..~U ~_'.~ .~.) \tl..t. IU 1'.0 II,) OU IJJ 1".0 ,2.1 Ill,) . . t If... ,. "*" ~4 In.hl_ UJ 1\1.1 '. IU Il&,f ,ii.' . iti. ,... ~61:f' Ul. '''iiJ ut'" it' ii.I' I.~ I}U . "..!..... '.l~l!. . m .. .i?!_ ". ..e.t-' ut I,~~. \1~ t ,1t.J It:'." ..tH.. . !!'.+. . .. - n.J n.. m.~' -V;:;". ..-m- :::1 {i' ttiJ.ts: .-.~t.!,- "1 -ro"4 "'ii,(.' '".8 LU n.' At~ 'U 1)9.0 'U . 'IU ..e ii:i f. . to;:; . Ii, t1l.' III UJ n. I'~" fij' U.c. "(~i'" IS"" . '1.' ",e. UJ flU AU lSL? '~1 ,.. i~1 .. .,.. 'OfS iU t\lJ, I" U. ;.~.. . 'i;.s' l,'., .' it U .... If'f".) '"I1~~ IW".I .. .4 o .' lIlMAtlk$ .INOEX WU/QOW Dts enlM1Cll J',..ll1.ASSlfUl/O( 'IlAIltI~G Rio'" lf1" aAnntH tIW1Cll<llllAl\. I"~' GLA"/fU~t FIW1t/S.TO flAil. OU G1.USItLA~E fl\AHClstllllAl\. Olll QV.U/rv.NQI IMHt/Sl0 IlAI\ QSS QLAS~/rllf fIlAllt/SIO flAl(, ~ . E\.EVATlON f~NGS fAAMa SINGLe HUN<J WlNOOW r"Qfll~ II J 4 S 6 S . . @ I<IOTM 1 ,~';J!.!, ~'''V} U at . ... $1."1 \f,\I' ,i:li1 ' 'n )1,)/1 ii':lii \I'V. "'IoI~ J}-:.'''' Il.CoII. ,. ~1 lot '. U.1I. tr.lI. ;,:.v, 'e'j, to .. . ... $S.lI' ".11.. Ml.~til ..;;' n IS.lt. ".'1/1 'H.,d . n U.V&. ,., Sf-III l1t III nCLl. 'C~kIll AllJll;lM1 nDU. 'O~Htll A1 I. I J/&.' PJl.l'lilllll'$ 110 I l' PtllUlt' "10 ., \I~. M\.lPS \(~. QIA.OIM ,In...1,,'lmo.UII<Il "n'..,WlIll .mf.l1, .\I1"t.)lt'nno.un.11 '. . lS'l I>> II. V/l1' lAM' AA\I HeADeR & SILL SeOilON UJ IIU .....""' ...t_.... III ,'u ,...... . ..., ." 'u .......... . ;I" .. UJ .... U.J tu.' ;I .i,j- It,:i.f . ttt . ii.i ~ 't'i.;~ I UJ M . hi .U 211.1 . 1).1 \>>.r. . .,- .~- iU ,eu ";J ..., IU, ,n.) n,) UU I)) . en" . Sf A u, III IttU.l1oS. . t}\" HIlI. wooo tl1oto . . t.' 6" Pl\OH eOAlltllS 21l11'.T.) WOOl) OUt . , III .hI.QTES, " fHllJ WlNOOW S'r'UEl1 IS OaSlaN!O AHO WmG TO COH,oLV ~rH Tt-lC RCQUllltl1tNts 0' tHe In" OAOI (OINt)' 10mOH bll 'tHC SOUTti flOlllll" llU~lllN(l COOl IJ.I'll1,C., ~"'1T'~ ~. (HArJIR 2~ tHAPTt~ 3t, UNOER TH! SPWl'lC (OHOlT,OHi SHCW/{ at4 nilS PnAW!H1Jo ~ I. DR 1. WO':lD !lUCKS SXALt. DlllNSTAlLtO (NOT 0'1 LAWSQll/~J ANO ANCtiOAfl) SO 'rH"T tHI8Ull.OlNCI RU'S" Till S\1P!IIIMSfOstO LQAOS Ilf ActOIrtMNC!MITM RtolMEl1tNTS 01 tW.'S.I'.IS.C. . AtIWOR DE$CRlelO lH rln lA'(OUt AliI AI PEA TUt UNI1'. OTIICIt CONQ/ftQHS TO Ill:' lNQ1NCUIEO $UPAAA1CL.... . Alltf1(l~ CONDlTlOl/$ t<QT DUCII/OlO Il~ THIS OIlAWil/O ME to QC OlQlNttJUO 0t4 A 5lfe SPEClI'le 11,1,$\5. . A.IJ:tJjgADEft MIl.I.' S~QlIO~ m HlI.I>IP..PLlltliUil '~ll>CAH'lIlS,O. AItCMOU /'tit JA~ ~"C78~jI~ HoT,!!. . ~ I- A c.MHAX. (TYP.I if WOOO BIJCK tlQT OVLAWscm {NO. I11IS rsllU AlH IHPO$EO LOAOS Tla,M.AmI. . CLASS IIC,. St{1li ., HA . . . It 10 S.H.', . 'tw · MiN. WQJ)O Cl'I1)CO a. ... J'AOI1 tonlltA5 ~ I. \lIl f1l0POINT . hlP.U WQoq lIU<K '. ~ ,. 3Jl/t... . T APCIm . (U! St/iCCVLli eno\ol a rOR NtJ/1qtl1 ell AOOlOl\S' 3""C.~ tTyp,1 . · 4 OSB~3mm.ANNEAleo GLASS FLANGS FftAMe 1x OR :be WOOD BUCK S1ANOARD RAIL TEST UNIT PERFORMANOe SUMMARY ~ 2 _IP.1,1 .....000 QIICl( U. AtftAEN(!. I'TL.Ill9S IZ.,I1.91 'IUT S1ZEI U"le 14-1/4" T~ST I.QAOS. .11.0. .17,0 PSP 05SJt:lli lOADS, -Su. -Sf.3 Pltl' . WTNt~ l!!fft.TRA110IHurr" 9.HSP ~ ~O "lASS, ' .D1l!,3~,~I!AU:l) ~A~ JAMS seru:w SPAtINth 11.".... & \.S-:"4~ NON<-IMPAOi REStSTANT . rw-~~3~~, A 4"HA . (T't l'J . . . ~ ..: ~ o '" Q I> '" / I .'/// ~~>(/ t- o .Bn' $~ !lI~ ~J ~~ ~.., jS ! us :r.. n . I' ~f{; d . . . F-LAN Vlr:~ . . . ,.. . if. . . . osa.3lJl1l1<ANUeAlEQ GlASS.&roMll. WlNOOW COMPAAAl1Vl! ANAl.VSIS CHART Oll~~ DESIGN LOAO CAJfAC!T"i. PSP woooseim'ts TAPCON8 =r~ tK.:IN rl" a: ,aSIIIV' m<<ft\'( ~r:. POfllNC tlta.trlr l':~~ Ui 114.' UJ IU,r. le.", .....ii...' 'fit, . ',ij . ..u; ...)'....., tu '.J.) .u~ ()l ...,U....;I ,t.. . tt.;ii . ....... . h .~ . ..... .. ..ftol.......... .....": of t' I~..!rt. .J.J.J. I!,.I IU IIU ..1\:Uf, II.UI 111 .J..':t_ -!Ill 1st ''',tJ-- -"if;'; _!!. I1J .". '.,3 .....,u..04. 52...'" ...:. . "'.~.. .. ".... ..l":.U! lU lU,s au '21.. .1t-!r.!. It-$'' IU ,,~",I -m:J tq .. .,j . """.j" . '.j~~i' . ::~~.... :. '~}L '-'~:f;" :::n:(~ It.v. IU Ul&. 2i:v; . .......... "-....., ............. II In ~..!',~ ~ .. It! n lLA 'U tl:,i. : t"_ '-'Nt: .1!.lIlw 'U IlU n.lIt n ''ill'' liu ~Mll:. (1). .!!.'s..... . "',"-" in n.lI. ". IMII IU 111.. i7:tl'i . St; u;.f'" u' w "-~" I1l ,ri . i'Ii". m ii:'". . ,.. ..=.. Ho..lll , A~M!f(Sl'llIC("'t:1 H~ 01 #JI()10U ,tR ,IJ.l111 U ..- ltYP.l ~. HAlt. ITYP,I ~ eLEVATION FlANGe FRAMe SINGIJi HUNG WINoaw // ~ f~:- ~ . {f1/ . . ..ll 'U.li'~1 . ,,\" Mia. wooo ffilleo Cll '" 'fl<IH (OAllalS 2,IP.T.! WOQO !lUCl( I~" 010(0. 6'.1 . . '?..".:! ~ ','U U.. ...,..,.... """.__f I'" Sl.l . ."'........ . I ,,,..,, ....c." I ~ ,- PIlCH COlilltAS~ I, Jjl:~DER & SII..l. ~EOlIO~ .MQ.t[fu . . S. TlilS WINCOW S'I'StltH IS lltSKllIlO ^WJ tuuo to COI1PI.V ~1It THe' I I1toWltHf,11S 011 THIIU&o DADI COUNTY iomaH OP .THI SCH.ItH . PlOltlOA Cl\.llttllHtt cooe IS1,1l.e.1 tHAPftR '1- tlfAPtllt U CllAPTtA U ,UNOIA THe SP(CI'IC (OII0lfl0l15 SIiOWN Q~ flits oltAWtllo. ' 2. h OR Z. WIICXl DUCKS SIiA~L DllNllTAlUO INOTOVl.AWSON IHOJ I ANI.J N/CHOl1tO so THAT Till OVll,Q\I<<1 AUlS1'S THI $\ll'[AIHPDUa I,OAOI IN AeCQ1WANU WITH f\EOUlIItHCN'ta ClI 199&0 S.F,O.C, . t. AHCHlm orScAleto IN TtItS L.&.'I'out A~C AS PIA un \11;'\1' OYIi!A eONoltION$TO CUmlINtIA~a SeltAM TWf . ' , t. ~ff:~~~o~~~~~~~rf~ISCl'lloto IN THIS OR"WINO A~C to O! ~lllunco ,- UJ UU. .1i ' ." ieir- . ;;'; . .(S.": aSVAl10N -:..~. ...'.:: FLANGSFRAMe . tU I1U SINGLI! HUNG WINobw "';rr' . iU' . r' . , .....",...." ~ ',li' . . . .... . .. . Ll 4" lfvP.t '" HA)t. ITYP.' A~T. HeADER & slq,_s'EOTIO~ ..~.. .OSB..amm..ANNEAleo GLASS' FIN FRAME 2X WOOD BUCK STANDARD RAIL Tt:ST UN1T PERFORMANOE SUMMARY , :r /I (P.T.I WOCO OUCl< NoT 8'1' t.AWSQH lNO. MUst SVS T AIIt IMPosto LOADS " '0 $,H3. tW'l1ltf.WOOO Etl8f:D ~ S lI~M fROM CORNEAS &0 (jI HIO'OINT CLItAII AOHESIVe BEClDlllG COHPCUNO 3/1&~.o\NN. GLASS 1l10S.H.S. W," HlN. WlXlO EMBEO SUI SCHEOvt.11 enow fOR ANCHOA SPACING nVP.1 Rl!f(REN(~1 P'fL~1994 'Z.H-91 UST SIZEI . 54..1/'" 1< 44" TtST LOADSI .62.00. ..62,00 PSP OESItU-rt.OAOS, .t.1.:U, ~4',33 PSP WMEA INFlt.1RAT10N TEst, 9.4 PSP TESTEO aI.ASSI.D!i9-~11)/I\.AIjNEAL'Q HA)(. JAMB StREW SPACINGI t1" a. t4.7I8" DSB-3mII1.ANNEALaJ QtJ\SS.sTO M!I. WINDOW QOMPARATlVS ANAt.vstS OHART . WIUOQ\'l DliSlON LOAD Dll.\EtiStOm OAPAOfr(.PSjl HCltiHl ,<UI ,3a" GlAZING Ij)\ OI:I>TH IGIUI \!:!,) , T '" POSItIVI! m:ll^Trvr 6U uo.J __.'-'Wi'" ..""~.....,....". IU ItU . OJ:'-- u, u.,j. . ,. ....h.. .. .... 61.1 n.. 13..1 alU 'ii.i 't2....H... ....,ii .... "'1i.z .".........., . * to fll' I tU 60.. UJ tn,L . ,'j:;".. nuwr,~. .;.,.~.. .. 62.1 .1U , .... t~\'''' l':i.u,,,, au ISU ,,:;" ... . ,oiT ~. . ,'u ,,:;:MH . ...... 'h"_ u,o u.o tU ')1.9 ~. ,It na.. It . ,. "U' au lU ., . ......' I.."'"..... 'U 60.5 ....~'o, li., . . .., tUU' U-!IZ )$.'/1 11 I,) MS2:;ii I "'If sf..\,.i 10.11. M'1'1..... (n n.". n.t/' u:,ii u .. ii"... 161 .;:tii 1f.t11 ll.i,i n ....jl.... (71' u:"i If.", . ........~ 11.'" .".,,,, M ),. "s i~;i i llo.llll'AlIlHtlUlI1l1tOotA n. 1/0.0' AHCtIallS I'tA 4"11~ ~ NOr ttSf[O U IJJ '1 PLAN VIEW .I'~OTe.SJ I. THIS WINOOW SV$TEH IS OESlat/fo ANO TESTEO TO COMPt, v WITH TH! A(OUI~EHENTS 0/1 THE 1nl, DADI! COUNTY eDITION OF THe SOUTH FlORlOA eU1l0lNQ COO! 15.1'.11.'.1 CHAPTER L. CHAPTER n CHAPTEA U lINOI!R THE SPECIFIC CONOlTIOflS SHOWN 01( THIS OMWlNG. . 2. 1. WOOO lIUCl<i SHAll. B! IttST AL!.EO INOT D't' l.o\WSON mo.' A1ID ANCHOlltO SO THA T THE IlUll,OING RUIns THIl SUPERiMPOSEO I.O^OS IN ACCORDANt! WITH FlEQUJ,lUMC..15 0/1 1994 S.P.S.C. . ,. ANttiOA onCRIOtO I", THIS LAVOUT All! AS PI!R TEST UNI'. taliER CONOITIONS TO BE I!NO'I>/UREO SEPARA Tl!1. Y. 4 MiCHtlR CONOI'TlONS NOt DESClllBED IN TllI5 DRAWING ARt TO or: ENlllNEtREO Olt A SI ft SP(CIF1C 9AS1S.. I\L T, Sl~l. SECiJON It 10 S.M.!. . II\" MIN. WOOD tMaw " ~ 5.\11" PROli tOflN~AS f. @ I'\lOPOtHf EAOER & SILl. S 0 ( It 1.9 SJ1.So 11\ I1lN. WOOD EI1I1~D (jIl S lIa- I'ROI1 tQAf<<!~S LIl\I MIOIlOlNr " ... PLAN VIEW ) f @. I~ 10 UU. 'I~" Hili. \01000 CtlBCO ~ S.IIJ~ PRott CORNCA S .. fl211!llI'OIHT ' HeADER & SILL SEOiIO~ ,~Ol~ ALT, SILLS~lQ.fi , ~r=~1lN~I~'\\~'f~~f~~~rc~~l~~M~C1~ Q~~~ ~~Jru me IJNCU ~H~~mi::,~ofJNI!lf~'s~ m:~~&~ltltt/:lCJle~i CHAPTeR J,. f, , U~{f!ot~!~*~!~~1~'!!~o~J~U~lo'9~a~g~ ~'c~':fJrlt ) Al/O!O ...... .... : (OIlOlTl~~~&~I:i~~~~'ts~~~~'~PtR fUT UNlr, OTHeR ~ S~~~T'R~~~~~ ~~~?(IllaEO IIf tHIS OJI":WllHJ Alle To lit ETiClltlttAto . . . .. . I . . .. . . . · .,fc... l:I1DEO. .Jt III SM. . .. . '\l't"l1iN"WOOO ~a (II 6" f AOH COll/l(llS a II IP;l'.I waco IIUlK Ja" EHB to. . 10 ' 211'"" f AI'COllS 1l\I6" FAOI1 eCl\IltAS HEAOeEt 8& SILL SEQ,T10l:! . ALT. f'U~ADER & StlL SECllO,r:! NOT~SI t. nitS WIllQeW svstCi1 IS 'CtslaNtO ANO TES'!tc) To COMP!,'t' WItH THr A(Q\JlRtl1lllTS 0' THe: 19ft. DAoe COImTY EllmON ClP ttIS SO\jTH PLOAIOA 8\Jl\Ol1fG ccor Is.l'.O.C.. Qtl,pnR It. CIlAPUA :Z.'J CHAPT!.q ~li, VND(fl THe SI'!CIFlt CONOIflON$ SHOWN all THIS ORA"'~ . f. f. 0":1. w/)ill) IIUeKS 111M\., os ItfSYALUO ltloT BV tAWSQIl Illo.) " AkD ANCl<<lRtO SO filA T rul ButtCII<<'lItUI5tS THP; 5UP~IlIHP(lStO lOAOS l III ACCOAOAA'C& 'tiltH AEQ\J1MHENTS 01' '101. II a Co ' ).. A~ OtsCl\IBED tH TH1S I.AYOllT AM AS PEIl TEST \JNlT. OTli[A COf'/CfTIONS fa 0( tNOlNWlr;a $(PARATfL't'. ,. ANCHO!l CONOmONS NOT OUtRllltD IN tHIS OR^Wl<<tt ARt TO D~ fNQIHrtI\to Clli ,. SITt S9EClflC 8ASISI. . \, . 70JO N..W. 37th CT. ~ ~lAit^TS O'N MtAM'. FLORIDA 33'47 11 ~ · - Y Y (405) 696~BG60 f" LHOUSIRIES,lHC UAHUrAC1URERS or WINDOWS Ie DOORS eLevATION FIN fRAMe SING,!-E HUN~ WINOOW k ~ CR~ATED 11/11/02 2 .lP.1'.I....OQtl DUCK HOT av LAI-ISCll1>>O. ~:JlIJST""1l1 ~J>bsto lll." SHIH MAX CLeAR '!'OHESlVt DEOOiHG ,OI1POU/ll) 311'.. MiN. OlASS If 10 S.tU. I~" HlIf. \01000 tMOEO In SCH(OlJl.C 8E1.'JW ,c,q A1KHOIt 5PAClNa (t'l'1'oI . . 3/1G-.ANNE:AlED GtASSrHO RAIL WINDOW OOMPAAATlVS ANA"VS'IS CHART D~ Cl!SlGHlOAD ON"ACfN, pap WIOJ~ /lDsm\'c M~TI~G ..!!:.l!~fl IU J\t.O 11-111 U ..3.')".. ;;,.4" 11 .. t2t : ti,1 ....iTir' .. "Ii:ii. 11.1 ill,; If.VI 'u IU.? :a'lii 'Mil .., ,'1.) 'jj;:~ . ~:-: 411 :- filM ist.:, .. I).va ,u. ',;;.,' . ,f-II. AU I i.:',,; ... . fU"Uhtlt' .......~'w!. ._~ I~S\'.' ~'}.. ..lefl... .. noS llU ii~it. u,;-'" '.ili: IMII "'I It1.&. ie6:fli .. ..h..U.....U. . n.. 'it . t,~ . !.).3 , I ...'~~~ . ~." .....~ . UU 11.11. I "J . ;..,'" IMII 6).- .. ,_ "__ ~ Z,\U ]hl/f ., U.) J' m "-'. ..... ...t~" tU IlOJ si~;;; 111"1.2'" 1f.1I, U.J 'Of.a I",::Vi n,,,' u.) .>>,;' r .. . .~,. l'1J" ii.i "1 11.11. .U:"'" III llll.nl 'APt1<TI<[$I$ IHOIU,TU 1l1l~' A~Cl10~S HA IAI1G I WOOI1 liVe< 1f0T OY L~""SOH 1110. Hun SVsr;.ltl IHl'OSEO . LOAOS 1I....At~N. oLASS . I"" SlUM . , I, t .. JlI~" TAPCOU tucseliCOuu BelOW . Fan, t<<mqcq OF AJlCkQIiSJ PLAN VIEW WllIOIlW ll\loI5I111011' W1\l1H htlllllT ~ttf('I , 1,.1/' lc:,ir 'i.,- I' lj;:ti,' 'f"" 'l&.Ut ,~ 11 )t."s ",,:;;;- .'.110 ii:tit .. i," SQ.SJ' 'j j~'1i. 1f.\11 21:V2' "'(, ~. It ';i:t'l I OSlJ-3tT1I\HJiNEAlEO GLAss:aro RAll. WINDOW C~MP^nAT ANAlYStS CHART ,OeSlQH LOAO CAI'ACI1Y. PSP WOOD SCIlEWS . TAl'COIlIJ aT1' 111 'O$\tIVC HCctATtVC QT.... or PU\1IV' I/tctATlVr 'U I,,,, 11.2 ILl.4 'U~; ""'iiti" '."i" 'iu.i 11) ... iii ilh III ....A).I'.. -'~Tl:;' .....rr,. -',;.." . 's", "iff'- 6... 1," U,3 IS'"' ,.. ,i; "'" u'Gt . ;.,..... ... ""hit CD 61.) - t.. .i.iU" 41 1f1 '.j5 ".4.', " "It u,)' ii:i'h\lO - s."i-' I I It; ;I lU In.' IU n)j I . .,.j . ~,l.~ .,~...:tto'" t' i;'i W In .'if" t .,u' \$1 .. ,!S'eM' ~ ';u-l . ...,.1" ...u.i.... ~~;.s' ',:,:; ,'.H H.~~~~'" '.~~ . UI.., tU IU U,3 tU i,:j' ... .,.... ('t ' .fi' ......ito I I..j. . . '<<'&'41'. IlL&:, "', "\," IU II$.) p.) Ill.) _ ...i' . .--0'1.... U,S il':i' W 11' '-' d.i 11',..," H ~1a . .,.,' t's.:i I m ft. ".1.' "'i;,,'" 411.7.7"..... IQ ,'..111 . ii-v,' 'W.' u 51-ili 1'-1" ,. ..... .I!::."f n.lI' " 'ii:,i. . "If. III p1ollmTt1(~t II/TJCAtU fII. a, 1J<(~' HA JAtTI ~ HOI ,,'UO . , 3/16lf ANNEALEO GLASS FIN FRAMe 2XWOOO BUOK HI:AWOUiVRA(1.. . TEST UNIT PERFORMANce SUMMARY RtF~WCt, 1f'I'l,.'lIOIIZ~\l_n TEU SIZt'~ 5f..va" )( 1"111" ~i~,hh~~~~s .'/',!J. -".5 PSfl 'iAsTT\RomFIL t~ATtON~~~i';6~;3 ~~~ .., . GLASs. .UU."~ANNEAl&G HAl<. JAMB StREW SPACINCf. \'$-314" &',llollIl," .llilli::!~PAQJ RESISTJlli! WINCew WIDtH. / //// //,~/ I · ~f1/ .~ ~ .. "I , DSB-3mm-ANNEALeo G:J\SS FLANGE FRAMe 1)( OR 2x WOOD BUCK STANDARD RAIL TEST UN\T ~ERFORMANCe SUMMARY REI'EItEHttl "T1."'~U ':-1t-91 UST S1Z~ . S1.IIIlM X "" TUT lOADS! -62.G0 ..n.OQ PSI' OESIGH LQAO!. .'1.'13: -HU PSfI WATEA ltIIlJLfRATION un. 9.5 PSI" , TaSfEO Iil.ASSI OJlB-3~~~N1'1[/l!JD HA~. JAtlll SOlliW SPACII4!3< ,$M,. ,).. NON-IMPACT RESISTANT . . rri~:~ //7 ~/.//. , . ~N/ ~. U ',,- IT,!,P.) . "MAX. ITVP.I EteVATION ftANGl! FltAMI! SINGLe HUN a WINDOW 3 120 SEC. r MPH GUST Dr DAN6CO .It.. ENGINEERING, FA. P.o. BOX 3400 ... AfOOLLO eeA~ · FLORIDA · ~3&'2 ~ ... (813) 64& (1)166 FA>< ... (813) 64& ca6caB Ee 49'" @ 1H~ ORAI\INGS AND DESIGNS ARE THE JOINT PROPERlY ~ DAIlSCO ENGINEERING. P,A. AND 111( cumT (XoIll11S PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROOI8IlID. - 2003 SCALE NOTED DATE, 1f/02 LeNNA~ f-IOMee TAMPA DlvterCN D~llN s.v. DOO~ 4 WINDOW IN5TAL.LATION5 DE Joe NO. R1 · ~, &DW3-1. PRODUC T CATEGORY SUB CATEGORY HANUf= AC T'JRER f=L '* EXPIRATION DATE STRUCT'JRAL COHPONENT CONNEC TORS (MASONRY/CONCRETE) SiHPSON STRUCT\JRAL COHPONENT HETA20 SIHPSON f=L 414 10/03/2005 STRUC T'JRAL COMPONENT METAI2 SIMPSON FL 414 10/03/2005 STRUCT\JRAL COMPONENT METAI6 SIMPSON FL 414 10/03/2005 STRUCT\JRAL COMPONENT MET A20 SIMPSON FL 414 10/03/2005 STRUCT'JRAL COMPONENT HTTI6 SIMPSON f=L 503 10/03/2005 STRUCT'JRAL COHPONENT HTT22 SIMPSON FL 503 10/03/2005 STRUCT\JRAL COHPONENT LTTlq SiMPSON f=L 414 10/03/2005 STRUCT\JRAL COMPONENT L TT20B SIMPSON f=L 414 10/03/2005 STRUC T\JRAL COHPONENT LTTI31 SIMPSON FL 414 10/03/2005 STRUCT\JRAL COHPONENT MTT21:>B SIMPSON FL 503 10/03/2005 STRUCWRAL COMPONENT HTSMI6 SIHPSON FL 1423 1213012005 STRUCWRAL COHPONENT HTSM20 SI HPSON f=L 1423 12130/2005 STRUCWRAL COHPONENT HTSHl6 SIHPSON FL 1423 12130/2005 STRUCWRAL COHPONENT HTSH20 SIHPSON FL 1423 12130/2005 STRUCWRAL COMPONENT MSTCM40 SIHPSON FL 1'101 02/18/2006 STRUCllJRAL COHPONENT HD2A SIHPSON FL 503 10/03/2005 STRUC WRAL COHPONENT HD5A SIHPSON FL 503 10/03/2005 STRUCWRAL COMPONENT HD6A SIHPSON FL 503 10/03/2005 S TRUC WRAL COHPONENT HD I:> A SIHPSON FL 503 10103/2005 STRUCllJRAL COMPONENT HDIOA SIMPSON f=L 503 10/03/2005 STRUC T1JRAL COHPONENT HDI4A SIHPSON FL 503 10/03/2005 STRUCWRAL COHPONENT HDI5 SIHPSON FL 503 10/03/2005 STRUCWRAL COMPONENT HGT2 SIHPSON FL 414 10/03/2005 STRUC WRAL COHPONENT HGT3 SIHPSON f=L 414 10/03/2005 STRUCWRAL COHPONENT HGT4 SIHPSON FL 414 10/03/2005 STRUCWRAL COHPONENT LGT2 SIMPSON FL 1423 12130/2005 STRUCWRAL COHPONENT HGT SIHPSON FL 1423 12130/2005 STRUCllJRAL COHPONENT HGAIO SIHPSON FL 1423 12130/2005 STRUC1lJRAL COHPONENT HGAMIO SIHPSON FL 1423 12130/2005 STRUCWRAL COMPONENT HSTAM24 SIHPSON FL 1'101 02/11:>/2006 STRUCWRAL COHPONENT MSTAH36 SIHPSON FL 1'101 02/11:>/2006 STRUCT\JRAL COMPONENT Hi"l<1 SIHPSON FL 1423 12130/2005 STRUCWRAL COHPONENT HAS SIHPSON FL 414 10/03/2005 STRUCllJRAL COHPONENT ABU44 SIHPSON FL 414 10/03/2005 STRUCWRAL COMPONENT PHD2-SDS3 SIHPSON FL 503 10/03/2005 STRUCWRAL COHPONENT PHD5-SDS3 SIHPSON FL 503 10/03/2005 STRUCWRAL COHPONENT PHD6-SDS3 SIHPSON FL 503 10/03/2005 STRUCllJRAL COMPONENT PHD8-SDS3 SiHPSON FL 503 10/03/2005 STRUCllJRAL COHPONENT LTAI SIMPSON FL 1423 12130/2005 PRODUCT CATEGORY CONNECTORS (NOOD) SIMPSON STRUCWRAL COMPONENT H25 SIMPSON STRUCWRAL COHPONENT H5 SIMPSON STRUCWRAL COMPONENT HI SIMPSON STRUC WRAL COMPONENT HIO SIMPSON STRUCWRAL COHPONENT H10-2 SIMPSON STRUC WRAL COMPONENT HI6 SIMPSON STRUCWRAL COHPONENT HTSI2 SIMPSON STRUCWRAL COHPONENT MTSI6 SIMPSON STRUCWRAL COMPONENT HTS20 SIMPSON STRUCWRAL COMPONENT HTSI6 Si MPSON STRUCllJRAL COHPONENT HTS20 SIMPSON STRUCWRAL COMPONENT SPI SIMPSON STRUCWRAL COMPONENT SP2 SIMPSON STRUCWRAL COHPONENT SP4 SIMPSON STRUCllJRAL COMPONENT SP6 SIMPSON STRUCT\JRAL COHPONENT SSP SIMPSON STRUCWRAL COHPONENT DSP SIMPSON STRUC WRAL COMPONENT A23 SIMPSON STRUCWRAL COMPONENT A35 SIMPSON STRUCWRAL COMPONENT LTP4 SIMPSON STRUCllJRAL COMPONENT LGT2 SIMPSON STRUCllJRAL COHPONENT MGT SIMPSON STRUCllJRAL COHPONENT HGT2 SIMPSON STRUCWRAL COMPONENT HGT3 SIMPSON STRUCllJRAL COHPONENT HGT4 SIMPSON STRUCllJRAL COHPONENT LSTAI2 SIMPSON STRUCWRAL COMPONENT LSTAI5 SIMPSON STRUCWRAL COHPONENT LSTAI8 SiMPSON STRUCllJRAL COHPONENT LSTA24 SIMPSON STRUCWRAL COMPONENT LSTA30 SIMPSON STRUCWRAL COHPONENT LSTA36 SIMPSON STRUCWRAL COMPONENT LSTI4q SIMPSON STRUCWRAL COMPONENT MSTC21:> SIMPSON STRUCllJRAL COHPONENT MSTC40 SIMPSON STRUCllJRAL COHPONENT MSTC52 SIMPSON STRUCWRAL COMPONENT MSTC66 SIMPSON STRUCWRAL COMPONENT MSTC11:> SIMPSON PRODUCT CATEGORY HANGERS SIMPSON STRUCWRAL COMPONENT HUS26 SIMPSON STRUCllJRAL COMPONENT HUS26-2 SIMPSON STRUCWRAL COMPONENT HUS21:> SIMPSON STRUCWRAL COMPONENT HUS28-2 SIMPSON STRUCllJRAL COMPONENT HUS210 SIMPSON STRUCWRAL COHPONENT HUS210-2 SIMPSON STRUCWRAL COMPONENT H6US26 SIMPSON STRUCllJRAL COMPONENT H6US26- 2 SIMPSON STRUCWRAL COMPONENT H6US28 SIMPSON > STRUCWRAL COMPONENT H6US28-2 SIMPSON :0 STRUCllJRAL COMPONENT H6US210-2 SIMPSON ..,. >> STRUCWRAL COMPONENT HUSC26-2 SIMPSON sa :-..t STRUCllJRAL COMPONENT HUSC28-2 SIMPSON n STRUCllJRAL COMPONENT MBHA SIMPSON D n S TRUC llJRAL COMPONENT ITT SIMPSON .- .. ::D :It .... PRODUG T CATEGORY ANCHOR SYSTEMS SIHPSON :It c STRUCWRAL COMPONENT HEDGE ANCHORS SIHPSON ~ STRUCllJRAL COMPONENT SLEEVE ANCHORS SIHPSON -, c STRUCllJRAL COMPONENT DROP IN ANCHORS SIMPSON 0 STRUCllJRAL COMPONENT :E THD TITEN HD SIMPSON CD STRUCWRAL COMPONENT TIN TITEN SCREN SIMPSON =- 0 <<: J.. PRODUCT CATEGORY CHEMICAL TIES S i MP"'::x) N I ~ STRUCllJRAL COHPONENT SET EPOXY SIMPSON J.. L. STRUCllJRAL COMPONENT ET EPOXY SIMPSON :n - STRUCllJRAL COMPONENT AT ACRYLIC-TILE ADHESIVE SI MPSON ~ z: z: .J.J ~ - ... lD :It :-..t ::::l :n - :n ~ ~ ~ :0 - ll! FL 414 FL 414 FL 414 FL 414 FL 414 FL 1423 FL 414 FL 414 FL 414 FL 538 FL 531:> FL 414 FL 414 FL 414 FL 414 FL 1423 FL 1423 FL 414 FL 414 FL 414 FL 1423 FL 1423 FL 414 FL 414 FL 414 FL 1'101 FL 1'101 FL 1'101 FL 1'101 FL 1'101 FL 1'101 FL 414 FL 414 FL 1'101 FL 1'101 FL 1'101 FL 1'101 FL 414 FL 414 FL 414 FL 414 FL 414 FL 414 FL 414 FL 414 FL 414 FL 414 f=L 414 FL 414 FL 414 FL 538 FL 414 FL 402 FL 402 FL 402 FL 2304 FL 2355 FL 402 FL 402 FL 2304 10/03/2005 10/03/2005 10103/2005 10/03/2005 10/03/2005 12130/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 12/30/2005 12130/2005 10/03/2005 10103/2005 10/03/2005 12130/2005 1213012005 10/03/2005 10/03/2005 10/03/2005 02/18/2006 02/18/2006 02/18/2006 02/11:>/2006 02/11:>/2006 02/11:>/2006 10/03/2005 10/03/2005 02/11:>/2006 02/11:>/2006 02/18/2006 02/11:>/2006 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/03/2005 10/01/2005 10/03/2005 10/01/2005 10/01/2005 10/01/2005 04/06/2006 04/3012006 10/01/2005 10/01/2005 04/06/2006 PRODUC T CATEGORY S TRUC llJRAL COHPONENT S TRUC llJRAL COMPONENT S TRUC llJRAL COMPONENT STRUCllJRAL COMPONENT STRUCllJRAL COMPONENT STRUCWRAL COMPONENT STRUC WRAL COMPONENT STRUCWRAL COMPONENT STRUCT\JRAL COMPONENT STRUCWRAL COMPONENT S TRUC WRAL COHPONENT STRUCllJRAL COMPONENT STRUCllJRAL COMPONENT S TRUC wRAL COMPONENT STRUC llJRAL COMPONENT STRUCT\JRAL COMPONENT STRUCWRAL COMPONENT STRUCWRAL COMPONENT STRUCTURAL COMPONENT STRUCWRAL COHPONENT PRODUCT CATI:GORY STRUCllJRAL COMPONENT STRUCllJRAL COMPONENT STRUCWRAL COHPONENT STRUC llJRAL COMPONENT STRUCTURAL COMPONENT S TRUC llJRAL COMPONENT STRUCllJRAL COMPONENT STRUCWRAL COMPONENT STRUCWRALCOMPONENT STRUC WRAL COMPONENT STRUC ll.JRAL COMPONENT STRUCllJRAL COHPONENT STRUCllJRAL COMPONENT S TRUC WRAL COMPONENT STRUCll.JRAL COHPONENT STRUCllJRAL COMPONENT STRUCWRAL COMPONENT STRUCllJRAL COMPONENT STRtJC llJRAL COMPONENT STRUCWRAL COMPONENT STRUCWRAL COHPONENT STRUCWRAL COMPONENT STRUCWRAL COMPONENT STRUCWRAL COMPONENT STRUCWRAL COMPONENT S TRUC WRAL COMPONENT S TRUC WRAL COHPONENT PRODUC T CATEGORY STRUCWRAL COMPONENT PRODUC T CATEGORY STRIJCWRAL COMPONENT STRUCllJRAL COMPONENT STRUC Ti.!RAL COMPONENT S TRUC wRAL COMPONENT STRUC WRAL COHPONENT PRODUC T CATEGORY ROOF IHG ROOF!NG ROOFING ROOFING ROOF ING ROOFING. ROOF,NG STRUCllJRAL COMPONENT PRODUCT CATEGORY STRtX,WRAL COMPONENT S TRtX, llJRAL COMPONENT S TRtX, WRAL COMPONENT PRODUCT CATI:GORY ROOF 'v'ENT!LATORS ROOf= VENTILATORS ROOF VENTILATORS OTHER OTHER OTHER -- SUB CATEGORY CONNEC TORS (MASONRY ICONCRETI:) HT A20 HTA20-18 HTTI6 HTT22 LTSI'1 L TS20B HTS21B TDX2 TDX20 TDX5 LUG T2 HGAMIO FA3 PAU44 P ALi66 PHD2 PHD5 PHD6 PHD8 CONNECTORS (NOOD) RTI1 RT20 RTI6 RT16-2 HTNI2 MTNI6 MTNI8 HTNI6 HTN.20 SPT22 SPT24 SPT4 SPT6 A3 A34 MP4F LSTAI2 LSTAI5 LSTAI8 LSTA24 LSTA30 LSTA36 MSTC40 MSTC52 MSTC66 MSTC18 KCC44 MASONRY HANGERS NFM SUB CATEGORY CONCRETE LINTEL CONCRETI: LINTEL CONCRETE LINTEL CONCRETE L1NTI:L CONCRETE LINTEL SUB CATEGORY ASPHALT SHINGLES ASPHALT SHINGLES ROOFiNG TilES CEMENTS- ADHESI VES-COA TI NGS UNDERLA YMENTS CEMENTS- ADHESIVES-COA TI NGS ROOFING FASTENERS DECK-ROOf= SUB CATI:GORY ENGiNEERED LUMBER ENGINEERED LUMBER ENGINEERED LUMBER SUB CATEGORY SOFFITS SOf=F I TS SOFf= ITS HODIFIED BIWMEN TYVEK HOUSE NRAP GLASS BLOCK MANUFACWRER USP USP USP USP USP USP USP USP USP USP USP liSP USP USP USP USP USP USP liSP USP EXPIRATION DATE FL '* FL 1:>21 FL eoq FL 821 FL 821 FL 822 FL 822 FL 822 FL 816 FL 816 FL 1:>16 FL 8/1 FL 1:>1'1 FL 1:>22 FL 821 FL 821 FL 1:>11 FL 811 FL 817 FL 811 10131/2005 10131/2005 10131/2005 1013112005 10/31/2005 10131/2005 10131/2005 10/31/2005 10/31/2005 10/31/2005 10/3//2005 10131/2005 10/31/2005 10131/2005 10/31/2005 10131/2005 10/31/2005 10131/2005 10/31/2005 USP USP USP USP USP USP USP USP USP USP USP USP USP USP USP USP USP l!SP liSP USP USP USP USP USP USP USP USP USP FL 1:>16 FL 816 FL 1:>16 FL 816 FL 820 FL 820 FL 820 FL 820 FL 820 FL 811 FL 811 FL 1:>21 FL 821 FL 820 FL 1:>16 FL 821 FL 816 FL 816 FL 816 FL 816 Fl816 FL 816 FL 817 FL 1:>11 FL 811 FL 811 FL 1:>22 10/31/2005 10131/2005 10/31/2005 10/31/2005 10131/2005 10131/2005 10131/2005 10131/2005 10/31/2005 10131/2005 10/31/2005 10131/2005 10131/2005 10131/2005 10/31/2005 10/31/2005 10/31/2005 10131/2005 10/31/2005 10131/2005 10/31/2005 10131/2005 10131/2005 10131/2005 10/31/2005 10131/2005 10/31/2005 USP USP 10/0'1/2005 MANUF AC WRER CAST CRETE LOTT'S HEIKIN.A COMMERCIAL MARION MASONRY FL '* FL 158 FL 144/ FL 1411:> FL 1/14 FL 2155 EXPIRATION DATE 0<1/11:>12005 03/11/2006 03/11/2006 03/12/2006 03/2<1/2006 PRODUCT CATEGORY SUB CATEGORY MANUf= AC WRER FL # EXPIRATION DATE DOORS NOOD ENTRANCE LANSON INS. FL 122'1 12/05/2005 HINDOHS FIXED NINDOHS LANSON INS. FL 1230 12/05/2005 HINDONS FIXED NINDONS KINCO FL 125 0'1/11/2005 HINDONS FIXED NINDOHS BETTER BIL T FL 616 PENDING HINDOHS FIXED HINDOHS FLA. EXTRUDERS (MILESTONE) FL 44 0'1/02/2005 HINDONS FIXED NINDONS GENERAL ALUM IK\NUM FL 255 0<:\/24/2005 HiNDOHS FIXED NINDONS GENERAL ALUMIK\NUM FL 263 0'1/25/2005 ""INDOHS FIXED NINDOHS GENERAL AlUMi M\NUM FL 16crT 02/04/2006 ""INDONS FIXED HiNDONS SiMONLON NINDONS FL 118 0'1/1'1/2005 ""I NDO HS SINGLE HUNG LAHSON INS. FL 1225 12/05/2005 ""INDOHS SINGLE HUNG KINCO FL 123 0<1 III /2005 ""INDOHS SINGLE HUNG BETTER BIL T FL 663 PENDiNG ""INDOHS Si NGLE HUNG FLA. EXTRUDERS (MILESTONE) FL 42 0'1/02/2005 ""I NOONS S INGLE HUNG GENERAL ALUMIK\NUM FL 254 0'1/24/2005 ""I NOONS SI NGLE HUNG GENERAL ALUMi M\NUM FL 16'18 02104/2006 ""INDONS SINGLE HUNG SIMONLON NINDONS FL 204 0'1/22/2005 ""iNDONS SI NGLE HUNG ENERGY SAVINGS PRODS. OF FL FL 1'150 03/12/2006 r'lINDOHS DOUBLE HUNG ENERGY SAVINGS PRODS. OF FL FL 1'153 03/12/2005 HINDOHS HORIZONTAL SLIDERS LANSON INS. FL 1226 !2/05/2005 NINDONS HORIZONTAL SLIDERS SIMONLON NiNOOHS FL 203 0'1/22/2005 NINOOHS HORIZONTAL SLIDERS KINCO FL 124 0<1 1Il12 005 NINDONS HORIZONTAL SLIDERS BETTER BIL T FL 610 PENDING NINDOHS HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE) FL 43 0<1/02/2005 NINDOHS HORIZONTAL SLIDERS GENERAL ALUM I M\NUM FL 254 0'1/24/2005 NINDOHS HORIZONTAL SLIDERS GENERAL ALUMIM\NUM FL 16'18 02/04/2006 HINDONS MULLIONS LANSON INS. FL 1221 12/05/2005 HINDOHS MULLIONS KINCO FL ':;51 11/04/2005 NINDOHS MULLIONS FLA. EXTRUDERS (MILESTONE) FL crT 4 PEND I NG HINDONS MULLIONS GENERAL ALUM I M\NUM FL 1252 12/03/2005 EX1CRIOR DOORS SLIDING LAHSON INS. FL 1228 12105/2005 FXTERIOR DOORS SLIDING KINCO FL 126 12/05/2005 EXTERIOR DOORS SLIDING BETTER BILT (Mi HOME PROD,) FL 561 1213012005 EX1CRIOR DOORS SLIDING FLA. EXTRUDERS (MILESTONE) FL 45 0'1/02/2005 EX1CRIOR DOORS SLIDING GENERAL ALUMIK\NUM FL 264 0<1/25/2005 EXTERIOR DOORS SLIDING SIMONLON NINDONS FL 184 0<1/22/2005 EXTI:RIOR DOORS SLIDING THERMO- TRU CORP. FL 1110 11/2012005 EX1CRIOR DOORS SNINGING LANSON INS. FL 122<1 12/05/2005 EXTERIOR DOORS 6ARAGE DOORS CLOPAY BULlDiNG PRODUCTS FL 542 12/12/2005 EXTERIOR DOORS GARAGE DOORS N.AYNE DALTON DOORS FL 1:>1:>1 11/04/2005 j::XTERIOR DOORS SHINGING JELD-Y'iEN FL 4'18 10131/2005 EXTERIOR DOORS SNINGING -..JELD-HEN FL 53'1 10131/2005 EX1CRIOR DOORS SNINGING PLASTF'RO INcJNANY A PLASTICS FL 1321 12/15/2005 EXTERIOR DOORS SNINGING THERMO- TRU CORP. FL 111:>5 11/21/2005 MANUF AC llJRER FL # EXPIRATION DATE GAF Materials Cor. FL 183 0<1130/2005 CERTAIN TEED CORPORATION FL 250 0<:\124/2005 MONIERL LIFE TILE FL 560 11/04/2005 TROPICAL ASPHALT PROD CORP FL 1483 01/06/2006 TAMKO ROOf=ING PRODUCTS, iNC FL 1144 02/1012006 f TAMKO ROOFING PRODUCTS, INC FL 141<:\ 01/06/2006 SENCO PRODUCTS FL 2211 04/05/2006 ENGLERT, iNC FL 2266 04/13/2006 HANUF AC WRER FL # EXPiRATION DATE TRIJS JOIST FL 1630 02/13/2006 BOISE ENG. HOOD PROD. FL 1644 03/12/2006 BOISE ENG. NOOD PROD. FL 1645 03/12/2006 MANUF AC WRER FL '* EXPiRATION DATE KAYCAN LTD FL 1'165 04/05/2006 KAYCAN LTD FL 1146 12/1'1/2005 CAMERON ASLHLEY BUILDING FL 406 11/24/2005 CERTAIN TEED CORP-ROOFING PL 41'1 10/02/2005 DUPONT FL 2145 PEND I NG PITTSBURet1 CORNING CORP FL 250 0'1/24/2005 ~ CREATED 04-05-04 DE D AN5CO ENGINEERIN~, FA. p.o. BOX 3~ - APOL.L.O eEACf4 - FL.ORIDA - 33&12 ~ - (&13) 64& 0166 FAX - (813) 64& ~g& E6 4610 0 THESE DRAW1NGS AND DESIGNS ARE THE -XlINT PROPER1Y OF DANSCO ENGINEERING, PA. & THE ~ CUENT ON THIS PROJ::CT. ANY REPROOUCTlON OR UNAUTHORIZED USE IS PROHIBllID. - 2004 ecALE NOTED DATE 4/9/04 D~ B.V. N:/BLOCKS/STD 2001 FLORIDA PRODUCT APFROVAL eFPA