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Home My WebLink AboutBIN B-4 PERMIT 4325 "" FOUNDATION NOTEo: 1. SEE &HEET &Nl FOR TERMITE PROTECTION &PECIFICA TION6 2. A FOUNDATION SURVEY &HALL BE PERFORMED AND A COpy OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING IN&PECTOR6 USE. OR, ALL PROPERTY MARKERS &HALL BE EXPOSED AND A STRING &TRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED &ETBACK&. /~ I I I I I ~ fA\ I I I 0 6IM~! - ~ - c<'\ (J\ fP\ ; , "5]7 \2V ~ . v...r/////... .1'.4" 1'.~" ----------- -------T--- ---------~-------- '/ 3/41' RECE6S!FOR GAR DR _ - # r//h - V ll'.f3" ~ - - 1~'.~" ALL WORK SHALL COMPLY WITH ALL. PREVAILlNG CODES, FLORIDA BUlLDH',G CODE NATiONAL ELECTRIC CODE AND ClTY OF ZEPHYRHILLS ORDINA}iCES i-----' i-----' ~ = . (c> REVJtVJED JUN 0 1 2005 1~" DIA. 1/2 COL IIC1EB(TYPICAL AT A GARAGE) 1 PARTIAL FOUNDATION PLAN '6) ELEV. 1/4" = 1'-0" <) FOOTING SCHEDULE <) MK. · e.IZE Fl 2'.~'x2'.~' F2 2'-6'x2'-6' > :0 ~ >> >> :\.I :D D ... >> .". ... D iD > o Z - '- J.. CI =- a ~ Z ;:) ::> .l- I I .... - REI~ING (l) lIS. 6' O.C. EACt4 WAY (l) lIS .6' O.c. EACt4 WAY DEPTI4 12' DEEP 16' DEEP ~~ ~ ~ "1 ~ ~ I ~ ~ , n-~3'-~" / AlC PAP ( c-- FILL CELL I.UlMAeONR'l'" MIX TO COVER PiFE. (APF'ROX. 3 COU~6) NO VERT. RE6AR REQUIRED ~'.mU )')'.4'1 1~'_~" ?'.i7l" 2'.':::''' ~'.m" 1'.lm" H.6;..t · r!J---l...--__!..~____,__~-~~--- ~-~I---,. --------------;i:---- --------~I---- · r--J t___.!I_____~_____.!I4-----_1.!t_,. r-- --------------------- -, 1L ~ ""'" ;., .i -. .... I a ' f L , r----------------------------l I 1-=~I} II ~~~ I I - ELevATION ~; I I (_) 0'-3 1/2" 1r ,';' I I ')'.A" P>'.?" MO. I.I~' :'~ 1~'.f3" I I . I~" j'.?" ,.--m"A' ! T T I [/4"C~' 1 -~ .1 II. I ',I i ~ , ,/ I I I : '< ",111 .. .aI ...... II .' /1'1/ I ~t-+-- ,I _~__.:" . . / ____ !J. ~ ____ I 1 T - - -,,~_~~ - - - - - ..Jf'<-~ ,:-;;;,~; roR-;~;--=r--?M~-----I..,/ /, ~ ELEVATiON AT ~-~7(A$$UMED) I 'I 'I \ 9>11 J rr .3 112' MIN. (4' NOMINAL) I , ~ ~ CONC. 5LA6 ON GRADE II II -" 2 - ~'5 DfKi:W\L _ WI ~x~ W1.4xW1.4 ME5~ IN TOP . !::ATPUIN'TERJOR FleER ME5~ CONC. 5LA6 0---- , t<t OC 5LA8 COR-lER5 O'IER ~ MIL vAFOR 6ARRIER = I U ill CNPICAU ~ ON CLEAN, WELL-COMFACTED, ~ lb' I m2 -" TE~ITE TREATED, GRANULAR ,- I OJ ~O) , I I I .rf'1 I I I 'r (-)~'.3 112" "-...... -... i i . ~~'.1 ~/4" ~ I.CI In"?'.~ ln'l ~'.~ 1 ,-.Ii I I I I 'I I cdl INDICATE61.415 V'~ c] ...! I VERT. IN CONe. MAeONRY II ~ ')< ,\' //' ~"'" .11 \ '. I eLK. FILLED 60LlD WI ::::: B ~~~~Q~NJ~L~~ L ~_-' ~ I ,- .l~ ~ II. , H/4"CJ (:: I -+-+ .~ i :%1 5EC5ejo"'- ~1//-TU6-4, II ---[-. ------'---t --- -.'-" ---r--- /~/ - ~~///;y~/);~ -----f-'I;. . I ~ I /~/f, ~ ,----~/ I .11 ~/ 4 CJ, S ,I ~ 0- I /~I _J_ '~ 8" UJIDE Tl4lCKENEd I ~ .' I /~r~, I' ,/ EOGE UJI (I) lIl,; CCNt. I. I ' , / L7 /"'\.: ~ FOR &I4OU..ER ,~ I ~ : 1. / ~ I) ~~~~. RECE&& ~ 'I, i I 7/4ICJi,' \~~1t ~ ( ~) II ~ '''' -".. I I 1'-9' r(f '" -II" '-.:.-/, I I ~ I i I ~ :. 4'. il ".~" I lA'.?" 4'_2'1. C\'.lm" ..::I.'.~" I i _~J:__~~R~ __~l_,____j,! I -REF.--, 51 ~ flU. ',D. 1'1 I = / / : I -- ':' I : I , ~ r~-.-~-----i------~---- -------------~------~----~~ :: r / I ' , HAN5EN----.L-;----,----L- "', / I / i __,_05".........______. BOX -~Xb U AU:-l I ~ /{ .r - if _J1 I I - N /'. I I \lUJ"1.) -----. -- I ~ I '....y fe, ! I I CI'.~" '-'.m" ~'_~II I I \ 61 } I' I I ... 41-1.6. , ~ I .. ELEvATION I I. )' ~ I I . (-) 0'-3 112" I.... / I '" I I I tL I IIJ - '.-'- .+._._._._._,~._.-!.~ ~._._._._._._.L .- -.-.-.-.--.-. / I I = I,~ I . ~~"'______ _____ ..L..__ -4 ~ I I I / / I I ".. , I ~p------- I-------:t 1;:<" I / I /1 · · · I I Y I I I I I ~---------I-----------I-I-- - I I I ;; I ~ I I ~'-?" :P>" I 1P>'.0" I ::... I II ~r -I- '" I I BRICl< 'i I I I FAVEf~e ~ ' ! J-!-.. ~ I NOTE: I I i I "I , REfER TO ELEVATION5 I. I I ~ FOR T"fPE OF COLUMN5 I i- I , IN$TALLED AT ENTR"f II ~ I , ~. I TO EN$URE PROPER k. 11 I I FOUNDATION REINFORCEMEN1 I s ~ I I ~ ~ ~ I BEFORE .ANY CON5TRUCTION I ., /---~ I M (( ( P V J ,6EGIN5. I ~~ ", / 411- --' "Fl h~-, ~;6.-'" ..::I." \ 52 ^ 51) I I " /g ~ 1"'r. 'i:-/' ,/ '?I'.f3"! ~.~~-~----------------':';~.Y · ~ ~ ... --~i---"---- --t;~~: ;;~~-;;-;;;-~~;-~;~. C: -' '; ~ ~ , ~ ~ , ; t: ~ , ~ ~ , ~ fA\ W ~ , r FILL CELL IJ.)I1"1A6ONR.Y MIX TO COVER PIPE. (AJ01OROX. 3 COU~$) NO VERT. REeAR REQUIRED ~ MIN. 1/8" IN WIDTH ~ IN DEPTl1 , I . . ~.. . ~/... .... '4 '. If ' ., I. . . . .....:. .' . I 't SA W CUT CRACK CONTROL JOINT. CUT TO BE MADE WITBL'l" 24 BoeRS OF CO:\CRETE PLACEMENT. ... 4 ,'\ ., ," , '., . of.:. ~ ." . ." .' ~' CONCRETE SEE 0 Ee'. ERAL NOTES A....D MIX REQUiREME.NTS FOR PLACEME.NT. , , .. .,.... ' . ''f . . ." .. / FL'I!SHED CO!'iCRETE FLOOR SAWC1.;T . "'..,...~.~.. .... ri . ...,7'/"" "L~,.,U",,,,,,m'''~,~,O' ~.r~--~., " ~~',. ,- ,. , ..... a-."'...... ..... . . .' ~ ... . ... ~ . . t' _"'.. . . ..." ~ ~ >)' .~-;,-' .; ~ ~ '''''~ < SA W CUT CRACK CONTROL JOINT :z: ~ :z: - ::> ~ :I) ~ ~ ...... :\.I :0 - - x: < O!!: O!!: J.J ..... - "- cD - 00 CD e - CD - CD a - ~ 2NGINEERED PLANS ON FILE ; , (:... ~ , ~ ~ . ~ (( I ~ ~ , if ~ . 1'.12)11 1..::I.'.m" 2'.0" 2'.&:," 1 8" thIcken edee wi 1"& cont..- "..411 ?'.i7l11 ?'..4" ?'.A" ,3'-112)' ; I ((: ~ I r Pi .4 Ho+t i}, ~. '.4 .I I ~~ t 1-::':::: · (, ~-- V,C, Q I~ ~ I . I" I "t--- I I I I I I I I .1 ~/4"CJ r: , iI - - - - "-4'1 ?'_?II 11'...::1." 11'-4" ?'.~" / 1&".m" ICI'...::I." I'.~" 1'.4" 11'.10" ..::I.'.I~" ll'-4" 1'.8" ~I.?" ~'.~II ..,j ELEVATION 'i (-) (Z.J -3" 1/2" ~OUND~ l~ON [Pl~N 1/4. · 1'-0. ~ I !:: . ~ . ~ ::. I rr ~ , ~ ~ I ~ ~ , ~ ~ I ~ ~ I ~ ; , I I ~ ; I 1r ~" ~ . ~ ~ ~ ; , ~ ; , ~ " II) ~ ~~ Ul:) 25'" ~ Ex- &~a ~~ ~ ~'- ~ ~~~ -J[ . ~~~ ~3i LATEST DATE: IN PROCESS REVISION DATE: DESCRlPTION : 09'24/03 07/20/04 E.W.O. #1373 fA\ ",y ~ELEY 'C' o-lY o 5AMUEL A. GREENBERG, FE. i3424S o TI-4UY 1-4. I-4UYNI-4, P E. ~fZ)122 o IRWIN J. BEN50N, P.E. -4~1!;8 TO Tl-f BEeT a: 11-lE OON:ER'5 ~ ~ BELIe:, Tf! ernxnlRAL ~ AND 5FtCfICATI~ W1Fl. Y lUlTl411-lE FLORJDA aJILD~ CODE. 5ECTIc:N 16~ FOR 12~ MPJ.l. 3 5ECOO GUOT, ~ 'e' WIND Z~ (2001 EDITICW. TI115 DRAW~ ~ DE51GN 15 vALID fOR 12 ~TI15 AfTER THE DATE 15 51GNED AI-{) OEALED. elGNED ~ 6E,6UD FOR il4E 5~ PORTlc:N a: THle DRAiJJlN1 o-l Y. -~ 0; Cc <I, Dl ~ vC~ ...c: tJ ~~ ~oc ~ ~ OO~ \r N N Il)~ ~~ iE ()~ I ~~ ~~ ~I ()~ 0... OC'"" <i[ij l)~ 0!;1ll o~ U ..J\'J,) <:!Ie>. u..'- is!!:! <DOC . I Obj 11l::> ZlU ::tX ~~ o~ ~~ <t~ ~IL ~ ~;; ill in ~~ I1l 'T g:~ D~ 0 .. ~~ ..J~ I1l q;= ..J~ u lU 0- ill iEs lL~ ",'" ~J!) ~!!1 "'>- I'T (;\'l ~~ t::l", 0,-, ~~ "'3 \'l~ c<lc() 1:3", '- ~~ x. ~~ 2~ ~g ;;0 ,0 @ o.::t lLlL " (!V ~ @ [!{; ~ . [!{; . l!i ~ D ~ @ . [? ~ (!e) ~ ~ @ ~ @!] [fJ [J::J d (@ (@ @ ~ @ 2) 'i? (W @ ~ @!] @ d CD ~ ~ @S @ {l:::s zg [!!] tD @l ~ CD [!!] CD CD 1m ~ ~ @S 25 dl [!!] zg ~ [!!] @ ~ = @g ~ @s !J=:o LOS ~ ~ @ @ @ = t::!J @ @, !J=:o ~ '- .< i ~M i~ ~ ---. ;., ~ ~ DATE: 06-1]6-02 SCALE: AS NOTED DRAWN BY: [8~LL VANCE AUTOCAD FILE NA.\1E 11827 ENGINEER OF RECORD: DANSCO ENG~NEERING. P.A. SHEET DESCRlPTION : FOUNDA liON PLAN ~ W,~LL LEGEND - INDICA TES FILLED CELL wi (1) #5 VERT. ...//////////~ INDICATES TOP OF MASONRY @ S'-O" DIIIImIIIIIOO INDICATES TOP OF MASONRY @ S'-S" I- :Wl INDICA TES SHEAR WALL ~ INDICATES INTERIOR BEARING WALL STRUCTURAL NOTES CD CD PROviDE (I) l'S CONT. IN FILLED FRECAeT LINTEL AND (1) OS CONT. IN FILLED KNOCK OUT BLOCK ABOVE (2) 2 x 6 HEADER WI V,' PLYWOOD FLITCH IJeING (1) 5IMP50N L5TA18 AT EACl-4 END. PROviDE (2) 2 x 4 B.u.C. WI (1) 5IMP50N L m~B AT BAOE. o 8) PROVIDE (1) OS CONT. IN UP5ET FILLED P. LINTEL. (2) 2X8 BEAM (IN5TALLED FLAT) WI 51MpeQN HueC48 CONCEALED FLANGE HANGER. EA END WI (4) 3/16' 4' x I'~' TAPCON5 ~ 6-1~d NAIL5 (T.o.6. fJ "-0' AFF) o (2) 2X8 BEAM UX]) 5IM$PON L5TA18 fJ EA END. PROviDE (2) 2X4 P.T. CRIPPLE oTUDo WI(1) oIMP50N META2~ fJ EA eA$!:. 5PAN eEAM FROM MA$ONR'( WALL TO MMONR'( WALL. 0.5.6. WI DR'(WALL FOR Ale SHELF ~ I - "t r 1 11) <P = 11) TRUSS Ale 6t-iELF DETAIL FILL CELL WIMA50NRY MIX TO COVER PIPE. (A~X. 3 COUR$E5) NO VERT. ~eAR ~QUI~D FLOOR PLAN NOTES: II. SEE SHEET SN2 FOR COMPONENT 4 CLADD ING DESIGN PRESSURE TABLE. 2. SEE SHEET SDWI 4 SDW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 10Sh). 4. *-DENOTES EGRESS WINDOW "t I - N 14'.~" 4~'.~" 12'.4" 1.3'-8" 1I'-~" 4'_~'1 '91_~'1 FILL CELL WIMAeONR'( MIX TO COVER PIPE_ (AA='ROx. 3 COUReE5) NO VERT. ~eAR REQUI~D ~ I lUI 4' ~YEAL.5 TOPe . 51DE5 3'-~x3'-0' AIC PAD vAUL vAWL T --=:r-~ SIM. 3:1213:12 ~ PORCH I 13'-I"x8'.0" CA TI..-I. CLG. 8'-2" "t BR. 2 I 1~'-3"xll'-~" r 8'_0" FLAT CLG. 11'-0" -1N ~ I I :;'.4';'t ,3'_,3" = 311. ~ ~ -4xb-8 PKT ~ WIND >> QJt \'J !;I PLF :>: U <t ...J ~ ...J U u8 = I- .~ <t ...J -:I LL ...Jd) ~ fl--- , ulil <t~ 1'.4" 12'. II - r I -IN ~ I "t I en ~'-0" vAULT vAULT --=:r-~ 3:12 3:12 --~ "t 2'-0" I LEISURE ROOm 14'.S"x2S'.4" I CA TH. CLG. I I = l~ I- I (() , ..:..1= ...J "t . <t-' ~ 3()J-l = illL:l) ~J w~o ill()J~LLf- ~~ I-(L ~Q 11) *\Sl .1- :I<t d). 1f\Cl ",,:I -~ BR. 3 I 1~'-II"xl1'-4" ~ V AUL TED ClG. -I "t I 12'-~'1 Rl5 l' .1" ~ ' _ (2:)1. KNEE WALL til 42" AF F. WI TEMP. GLASo SHOWER ENCLOOURE ABOVE (() , \Sl .1- ~<t 1f\ci Ci1:I DINING 13'-2Ixl"'-~" v AUL T CLG. BRKFST v AUL TED CLG. ------- 5-~xb-8 BFD ~'-IO" TilE LINE TO MATCH EDGE OF POT 514EL ABOVE '" \I) ~ ~g Q HAN5EN BOX ~ (fl~ 1:)(- ~~G ~~~ 1= .10 :jle~ -J j[ . id(toc u~~ ~8~ 13'.1(2:)" = - a<? I~ff; = 3~1- :I_= I~!f::? - '<td)r *0;) , :i- d)~ 1f\1- ",,<t '0 ",,::I ...J= -J"t '<t -' . 3()J~ illL:...J ill 0 0 z~o ~LLI- I ~ LL' I uf(() ~~ ~~ II - ~ ;. . (() , ~.' =-LL\Sl x[ll- =<t<t Q ill ' , ...J Cl ",U:I DR'(WALL RECE l'9,_~T THRU WALL - N I GARAGE = 18'-~"xlS'-~" <? <P INDICATES AREA OF , /I MODIFIED TRUS5ES U FOR AIC 514ElF - SEE DETAIL ,--, L .J "t ATTIC ACCESS 22x3b MIN. ~ I I I I I 1.3'-1~" ./1 ROOF TRUS5E5 ABV. til 24" O.C. v N BR. 4 1 1~'-8"xll'-8" 8'-~" FLAT CL 3SS~* HD. AT b'-8" OfE ELEVATIONS FOR T'rPE AND 5T'(LE OF COLUMN5 AT ENTR 1'-8" 1'.4' 4'-8" 1~'-(2:)" 11'-1~" ~'-2" 1~'.41l 4e>'-~" 111. -~ 3~ ~ WIND >> 38 P1.F FLOOR Pl~N 1/4. . 1'-0. LA TEST DATE: IN PROCESS DESCRIPllON : REVISION DATE: 09/24/03 07/20/04 E.W.O. #1373 I ~ I (\) N NOTE: ATTAC14 I x LEDGER5 ON (3) 51DES FOR LEVELING SUPPORTS, TOP OF LEDGER e 18 1/2 II AF F. ~ I ~ "t I (p TEMP. GL. 11) St-lOWER ENCLOSURE 2 "t I 11) N D eAMUEL A. GREEN8ERC:I, FE. -:3424!:> D THUY H. HUYNH, FE. ~~122 o IRWIN J. 8ENeON, FE. .4~1!:>8 TO mE BE5T Cf THE ~INEER'5 KNOUlElXIE AND BELIEF, mE 5 mlC11JRAL PLN-lS AND SPECflCA TIONS CCMFL Y WIn! THE FLORIDA BUILDItt; CODE, SECTION lb~6 FOR 12~ M.P.H. 3 SECOND GUOT, EXP06URE '6' WINO lONE 12001 EDITiON). THIS DRAlIJItt; AND DE61G11S VALID FOR 12 MCNTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND OEALED FOR THE 51'RiJ:ThRAL PORTICN Cf THIS DRAtiJING CNL Y. ~ ~ l1) a 0) oJ.) () @c c (/) ~ (/) oJ.) C E 0 .r: ~ ~ w ~ ~ ~ roc ~ ~ 00 OC ~ 0 \J N N r~ If)Cfl ~~ ~ -1 ,Cfl c'" <tlf) ~~ I () o.~ n1 :. oc....... ~~ l) ~' o~ t3~ -J~ ;z:"" <!So.. (f)Z u.'- ~~ I I ~~ ZOC :IX ~~ 111 o<t 1515 <(~ <til. ~ ~i!' ill ~~ (Q If) "I" 1ti5 Q~ 0 . ~15 -J~ !fi i:j", u -J~ ill ~g 0- Q...~ d <tlf) "''''' 1"1" ~~ ~~ ~.....: ~~ ~....... ~if "I"~ ti", (l)~ ~:E X, ~15 2~ ~g i!'o ,0 @ ~[ """I ~ ~ @ i~ ~ ~ ~ ~ CJ " " " a [? ;?f) ~ ~ e:v @ ~ ~ ~ @!l ~ ~ c!J (@ ~ ~ ~ ~ 2J \rI (it) ~ @) @tJ @ c!J '" ~ ~ @"S @ I? ~ (!!J '" @) ~ '" I!!l '" '" I!!l c:!J @ @ @"S 2S [!!] ~ ~ I!!l @ ~ = @"S ~ @"S Ii=> @:S ~ ~ @ ~ @ = @ @ Ii=> c::!J ~ \.. ~ DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : lB~LL VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENGINEERiNG, P.A. SHEET DESCRIP110N : [FLOOR PLAN 2 LA TEST DATE: IN PROCESS DESCRIPllON : REVISION DATE : 09/24/03 07/20/04 E.W.O. #1373 12 5, RIDGE VENT ~NGLE RO;7 STUCCO FINISH RIDGE VENT T" b ~INGLE 12 --,5 RO;7 T.O.M. ~9ORATIVE B """"""'"' ~CORATIVE 0 ~ , FI~ """"""'" FIN~ ex) FINISH FLOOR UNE 1""- LINE OF INTERIOR VAULT AT MASTER BR. T.O.M. T. . ~CORATIVE FIN~ ex) I CD o ~CORATIV o FIN~ FINISH FLOOR LI o I ex) B ill ~CORATIVE F1N~ o I ex) o I ex) FINISH FLOOR LINE GRADE LI (ASSUMED GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" = l' -0" RIGHT ELEVATION SCALE: 1 /8" = 1'-0" REAR ELEVATION SCALE: 1 /8" = 1'-0" ~ '<t L{') a m <D () €JC c ; (.I) (.I) <D C E 0 ...c tI ~ w ~ ~ C0J DE: ~ ~ ~ F~WPA 00 oc W D I EDG E ~ ( PICAL) (() ~ N N :n~ ~~ w i!: o~ I ~~ -<{II) T.O.M. 01 ';1 0... BANDING it"'" c;@ l)~ ~!E T ()~ wiS \ ...JCO ~1f - EEEB U)~ lL...... i5sa - I I ~gj DODD ODD IX ~~ - Zlli o-<{ i5i5 0 DDDD -<tlL ~ 1;:'"' - - DDD qz III il) ~~ \ 0 - 10 ex::) 't g:@5 \ \ T Q~ 0 - \'-- \ DECORATIVE . ~~ ~ DODD ODD ...J\S) 10 ~F FINISH ...J\S) u 0- III ~g lL~ ~~ -<{II) "'>- FINISH FLOOR LINE l't ~~ ~\S) ~G Cl~ ~"'" ~o:: 't~ t3~ GRADE LINE 8RADE LI ('l)co i~ ...... ASSUMED X, ~5 2~ ~.... ;;~ ,0 @ ~[ SCISSOR ~~VS6~~ AT BR 3 .q- I ex) F AM I L Y ROOM SECTION SCALE: 1 /8" = 1'-0" AA FRONT SCALE: 1/4" = 1'-0" "A" ELEVATION JOINT5 IN &l-lEATHING MIN. ~'-"", MAX a'.e' 6ACl<NAIL WI (2) I~d NAIL5 2'x4' OUTLOOKER. 24' OIC I~ H3 CLIP INGLE 2'x4' TOP PLAn: END NAILED WI (2) !6d TNTO eTUDe . (2) l~d TOENAILED INTO OUTLOOKER eEE eiRUCTURAL NOTEe AND NAILING 5C+4EDULE FOR eHEATHING DETAIL 2'x4' CRoee 6R.e AT RIDGE 1=Ae . AT EAai JOINT WI (2) l"'dx3' elt1PQON eFl elMP~ HIe OR EQUAL " EA OUTLOOKER 2'x4' KNEE WALL WI eTUDe 11 24' OIC 2'X4' DIAGONAL 6RACING Ii MID-HEIGj..jT WI (2) l~d FER CCNNECTION 'L' i3RACE TO EXTEND ~ LEAeT ~e% 01= ll.Ei3 LENGTH (ocE TA6LE) 2'x4' ca-lT.6LOCKING WI (2) l~d FER JOINT 51MP6QN H3 2'x4' CANT. .24' OIC 61MP60N MT618 TW(6T 6TRA FROM eEAM TO COLUMN P.T. DeL. :2 x 4 6.u.C. ATTACI4 :2-PLIE6 ON EA. FACE WI 10d NAIL6 e 8' O.C. $EE PLAN FOR AMO.J-lT AND LOCATION OF ~INFORCEMENT NOTE: 8'x16' UNIT5 MAY BE ueED UNLE55 WOOD COLUMN 15 FRAMING ON TOP OF COLUMN . 6EAM, &ee PLANe 24'><24' OR 16'x16' MASONRY COLUMN FILLED WI 2S~&1 CONe. TYPICAL MASONRY COL. SCALE: 3/4.=1'-0' GYPeuH WALL 60A (2) l~d TH~ TRUM u..e 2) I~d T14R~ 6L.OCKING V 2'X~' P_T.5ILL 2'x4' 'T' ON TOP OF PANEL 6LOCKING, 1=AeTEN WIT sla' OR 112' CEILIN:::. DENeE / ledx3' " 4' OIC GYPeuH WALL 60ARD FAeTENED ...J WITl-! 8d COOLER NAI1..5 OR 1 V4' LON:::. DRYWALL 5CREIJ.J& COMPL YIN:::. WITH AeT1'1 Cl002 !"OR flReT a'.e' fROM END WALL .4' OIC TYPICAL (2) I~d NT. 2'x4' END NAILEP WI (2) l~d " EA eTUP E ELEV. FOR FINI614 eTYRO FOAM LlJRAP Ai ROUND COLUMN6 (2) 61MP60N META2~ e 6A&E OF COL. D 6AMUEL A. GREEN6ERG, P E. -:3424& o TI-IUY 1-1. I-IUYNl-l, P E. ~~122 o IRWIN J. BEN60N, PE. .4~1S8 ALUMINUM ea;=IT VAPOR 6A~IER UNPER GAeL!': ~ 6OTTOM CORD (ROOf'ING PAFER OR ROOF CEMENT) 61MP60N A6E44 COLUMN 6AeE WITI40UT ANC140RO TO MAWNRY COLUMN 6ELOtU < > ROOF VENT 6Ct-lEDULE < > Verlf~ wIth General Contractor all roof vent locatlona, quantrtlea, and alze&. Roof vent& &hall be In&talled for a minimum of vented area a& II&ted below: Mark LocatIon Off rldee venta or 60Tflt Vent equa I a~5tem (5<1. In) (5q. In) RVl l&t Level ,~ '4(Z) Roof NOTE, eeE GAeLE i3RACING DET AILe FOR ADDITIONAL GAeLE BRACING I~ATION 112', ANCl-lOR 60L T . 32' O.C. MINIMtJ1 ~'I=ROM PLATE eFLICEe WI 3/1~'x.2' DIA PLATE W~R TO THE 6E5T Cf TI-E OOlNEER'5 ~ /W 6ELIEF, THE 51l'aJCnlRAL FLAN$ /W 5FECIFICA Tla-i$ W1Fl. Y UJITl-l THE FI..~!DA BUILD II(; CODE. &ECTI~ ~€'6 FOR 120 HPJ.I. 3 Ol:CCW 005T, ~ '8' 00 Z~ 12001 EDITICW. 11415 D~ /W DE51GN \5 VALID rOR 12 Ma-\1H$ AFTER THE DArE 1551GNED /W 5EALED. 516NED /W &EALED FOR TI-E 5~ POl(TICN Cf 11415 DRAWII(; ~J. Y. WOOD TO MASONRY COLUMN SCALE: 3/4"=1'-0" CANTILEVERED GABLE END BRACING DETAIL SCALE: N. T.S. '\ @t) ~ @ ~ ~ ~ ~ a I!b 0 ~ ~ ~ a ~ (!f) (!.e) ~ ~ ~ ~ [/;:J [fJ d rw @ ~ I!i) @ 2) VJ (if) ~ @) ~ @ d '" ~ ~ @'S @ I? ~ I!!l '" @ ~ '" I!!l !Xl CJ2 I!!l @ @ @S 25 c::!J ~ ~ ~ I!!l @ ~ = @'S ~ g p g ~ ~ @ @ @ = dl @ @ @b p ~ ./ DATE : 06-1]6-02 SCALE : AS NOTED DRAWN BY : [B~LlL. VANCE AUTOCAD FILE NAME 1]827 ENGINEER OF RECORD : DANSCO ENGINEERiNG. P.A. SHEET DESCRIPllON : EILEV A TUON PLAN 'flA'l1l S/A ( LATEST DATE : IN PROCESS I REVISION DATE : DESCRIPTION : 09/24/03 07/20/04 E.W.O. #1373 5~ RIDGE VENT ~INGLE RO;7 STUCCO FINISH LINE OF INTERIOR 5.-12 VAULT AT I " MASTER BR. RIDGE VENT hNGLE RO;7 12 15 GRADE LI (ASSUMED OUTRIGGERS) (SEE DETAIL REAR ELEVATION SCALE: 1/S" = 1'-0" OUTRIGGERS) (SEE DETAil FINISH FLOOR LINE ?ft'~JMtb~E RIGHT ELEVATION T.O.M. ~ ~ l[) a Q) ...- Q) <.> €JC C .- CI) CI) Q) C E 0 ...c " 4ECORATIVE FIN~ T.O.M. T.O.M. ~CORATIVE FIN~ o I OJ 4ECORATIVE FIN~ FINISH FLOOR LI o I OJ LOtCORATIVE FINISH V 4CORATIVE FIN~ o I OJ FINISH FLOOR LINE LEFT ELEVATION SCALE: 1 /s" = 1 '-0" SCALE: 1 /S" = 1'-0" &EE 5TR1.JCruRAL NOTES AND NAILING 50lEDULE FOR 5l-IEATl-11NG DETAIL \ JOINTe IN 5l-IEATI-1ING. MIN. e.'.~'. MAX. e'-~' BACKNAIL WI (2) Ie.d NAILe 2'x4' OUTLOOKER . 24' OIC IMPeCN 143 CLIP INGLE 2'x4' TOP PLATE END NAILED WI (2) ~d INTO eTUDe . (2) le.d TOENAILED INTO OUTLOOKER ~ C0J 00 y w ~ ~ lOb ~ ~ oc ~ o N ALUMINUM eoR=tT VAFOR BARRIER UNDER GlABLE T'RLJee 6OTTOM CORD (ROOFING PAPER OR ROOF CEMENT) BR 3 '<t J OJ F AM I L Y ROOM MASTER B BR. DOUBLE KEYSTONE ("TYPICAL) (+ 12") N r(() 11)01 ~~ "" ;; , I a'" ai <{d) ~8 N Q~ -- l't ~~ ~~ ~ti ~~ a~ ~'" ~tl;) t3~ "-' i~ X, ~~ 2~ ~g ;;cs ,0 @ ~l 2'x4' CROe5 B AT RIDGE FAeT AT EACl-I JOINT WI (2) IrZldx3' 2'X4' DIAGONAl.. BRACING. MID-I4EIOOT WI (2) le.d FER CONNECTION 'L' BRACE TO EXTEND . LEAeT W% O!" u.EB LENGTl-1 (eeE TABLE) 2'x4' ca-lT. BLOCKING. WI (2) le.cI FER JOINT IMf'6ON 143 2'x4' CANT. . 24' OIC NOTE, eeE GlABL.E BRACING. DET AILe FOR ADDITIONAL GlABL.E BRACINU I~ATION 112', ANCl-1OR 60L T . 32' o.c. MINIMUM e.' FROM PLATE 5FLICee WI 3/1e.'x2' DIA FLATE WAel-1ER SEC.TION SCALE: 1/S" = 1'-0" AA LINE OF VAULT 6" BANDING STUCCO FINISH 5~ ~ FASCIA (w I DRIP EDGE PICAL) (2) Ie.d TI4ROUGl-l ~ u.E 2) le.cI TI4ROUGl-l BLOCKINGGlYPeUM W.ALL eoA / ~'xe.' P.T. elLL 2'x4' 'T' eN TOP O!" FANEL BLOCKING!, FAeTEN WIT sle' OR 112' CEILING! D!:N~ / IrZldx3' . 4' OIC GI"rP5UM UJALL SOARD FAerENeD -.I WITt4 eel COOLER NAIL6 OR I 114' LONG DRYWAll 6CREW5 COMPLYING! WITI-1 AeTM C.I~ FOR FIReT e'-~' FROM ENDlJAl..L 111 4' OIC TYPICAL. (2) le.d NT. 2'x4' END NAILED WI (2) Ie.d . EA eTUD SCISSOR TRWSSES AT 24 O.C. - '-S0 ,DODD -4' (+~ DODD so ~ DODD DECORATIVE FINISH r '\ ~ ~ @ ~ ~ ~ ~ " ~ D . ~ " [? @'il (!f) (!f) (!e) ~ (f?) ~ d @S ~ []:::J ~ W ~ ~ @ 2) l? @ ~ @) ~ @ d "" ~ ~ g @ Ii=> ~ "" @ ~ "" [!!J "" ca [!!J @ @ g 25 t:!J [!!] ~ ~ I!!l @ ~ = g ~ g l? ~ ~ ~ @ @ @ = dl @ @ @, l? ~ ~ CANTILEVERED GABLE END BRACING DETAIL SCALE: N. T.S. GRADE L1N~ (ASSUMED) IY 2x4 @ 24" O.C. DROP GABLE FRONT SCALE: 1/4" - 1'-0" ELEVATION "B" . 6EAM, OEE PLANS GABLE END TRUSS STRUCT. SHEATHING FRAMED, LATH AND STUCCOED 51MFeoN MT5le TWI5T 5TRA FROM 6EAM TO COLUMN F.T. D6L. 2 X 4 6.u.c. ATTACt.1 2-FLIE5 ON EA. FACE WI l~d NAIL5 6 8' O.C. 1 \2" DRILLED ANCHOR @ 4'-0" 0.C.2xS 2x12 16d NAILS @ S" O.C. ("TYP.) S"TYROFOAM PROFILE 2x10 24'><24' OR !6'x!6' MA5CN~Y COLIJ1N FILLED WI 2~&1 CONe. < > ROOF VENT 6C~EDULE < > Verlf~ with 6eneral COl"1tractor all roof Verlt 10catlol"1~, '1ual"1tltle~, al"1d ~rze~. Roof vent~ aha I! be fn~talled for a mll"1fmum of vented area a~ 11~ted below~ Marl<. Locatlol"1 Off rIdge vente or oofflt Verlt eG\ua I a~~tem (~G!. 11"1) (eG!. 11"1) RVl let Level 14~ 1~ Roof" 1/2" MIN. GYPSUM CEILING DIAPHRAGM S" BLOG (2) 51MFSON META2~ 6l 6AOE OF COL. EE ELEV. FOR FINI5t.1 5TYRO FOAM UJRAF AT ROUND COLUMNS OEE PLAN FOR AMOlNT A'-lD LOCATICN Cf REI~T NOTE: a'xl6' UNITS MAY 6E UOED UNLES5 WOOD COLIJ1N 15 FRAMING, ON TOP Cf COLIJ1N @ OUTRIGGER SECTION o ET A I L o 6AMUEL A. GREEN6ERG, PE. -:3424& D n-lUY H t.1UYNI-I, F.E. ~iZll:22 o IRWIN J. 6EN60N, FE. "4~1&e DATE : 05.-1]5-02 SCALE : AS NOTED DRAWN BY : [B~[L[L VANCE AUTOCAD FILE NAME 1]827 ENGINEER OF RECORD : DANSCO ENG~NEERiNG. P,A. SHEET DESCRIPllON : ELlEV A T~ON [PLA~ 'lP[B<W 38 > , 51MF5ON A6E44 COLUMN eASE WITI-IOUT ANCt.10RS TO MASONRY COLUMN 6ELOJJ TYPICAL MASONRY COL. SCALE: 3/~'="-o' WOOD TO MASONRY COLUMN SCALE: N.T.S. SCALE: 3/~'="-o' TO THE BEeT a: 1H: ~1NEER'5 00J.l.EIXIE MID BELIEF, 1H: 5MXi1.lRAL ~ MID 5FECIFICAT~ ca1Pt.. Y Wl114 THE A.ORlDA eUfLDm CODE, 5ECTICN Ib~ FOR 12€l MPJ4. :; 5ECOO GOeT, ~ '6' WIND Za.e (2001 EDITICW. Tl1le ~ MID DE5kJN 15 VALID FOR 12 ~T\15IflER THE DATE 15 51GNED MID 5EALED. SIGNED MID 5EALED FOR 1H: 5MX11lRAL ~lCN a: 11415 DRAlJJI~ Ctl Y. 12 51 RIDGE VENT ~NGLE RO;7 T.O.M. 4CORATIVE FINI~ o I OJ 4CORATIVE m FINI~ rn 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 ~ 1 OJ FAMILY ROOM MASTER BR. SECTION SCALE: 1 /8" = 1 '-0" AA JOINT5 IN 5l-EAT14IN<::. MIN.. 6'-€r)', MAx. 8'-€r)' e.eE eTRl.JCTURAJ.. NOTE5 AND NAILIN<::. 6CHEDULE FOR 5l-EAT14IN<::. DETAIL 2'x4' OUTLOOKER . 24' OIC IMPeoN 143 CLIP INGLE 2'x4' TOP PLATE END NAILED WI (2) Ibd INTO eTUD5 . (2) Ibd TOENAILED INTO OUTLOOKER 2'x4' CR055 6 AT RIOOE l"A.O AT EACl-l JOINT WI (2) 1€r)d)(3' 2'X4' DI~ 6AACIN<::. . MID-I-lEIOOT WI (2) 'bd PER CONNECTION 'I.' 6AACE TO EXTEND . LEAeT W% OF u.ee LENGT14 (e.EE TABLE) 2'x4' CONT. eLOCKIN<::. WI (2) 16d PER JOINT IMPeON 143 2'x4' CANT. . 24' OIC 1€r)d)(3'. 3' OIC T14RO(..IG14 . Cl40RD INTO 2'x6' P.T. PLATE GYF5UM WALL eoA (2) Ibd T14RO\.JGl4 TRl.l% u.e 2) 16d T14ROUG14 6LOCKIN<::. V 2'X6' F.T.5ILL 2'x4' 'T' ON TOP OF PANEL 6LOCKIN<::., l"MTEN WIT &/8' OR 112' CEILIN<::. DEN~ / l~d)(3' . 4' OIC GYP5UM WALL 60ARD FMTENED -.I WIT14 ad COOLER NAILe OR 1114' LONG DRYWALL 6CREW6 COMFL YIN<::. WtT14 .45TM Cl~ FOR l"IReT 8'-~' FROM END WALL . 4' OIC T"f"'lOICAL (2) 16d NT. 2'x4' END NAILED WI (2) 16d . EA enJD ALUMINUM 6OFf'fT VAPOR 6ARRIER UNDER CiABLE ~e 6OTTOM CORD (ROOF'IN<::. FAPER OR ROOl= CEMENT) NOTE, e.eE GABLE 6AACING DET AILe FOR ADDITIONAL GA6LE 6RACIN<::. I~ATrON 112'. ANalOR 60L T " 32' O.C. MINIMUM b' FROM PLATE &PLICEe WI 3/16'><2' DIA PLATE WA5l-lER CANTILEVERED GABLE END BRACING DETAIL SCALE: N. lS. LATEST DATE : IN PROCESS DESCRIPTION : REVISION DATE : 09/24/03 07/20/04 E.W.O. #1373 RIDGE VENT LlNTL OF INTERIOR hNGLE -45 VAU T AT MASTER BR. RO;7 T.O.M. T.O.M. 0 B 4CORATIV 4CORATIVE E3 4CORATIVE 0 I I OJ FINI~ FINI~ FINI~ OJ FINISH FLOOR LI FINISH FLOOR LINE ENTRY 6'-6"x10'-4" VOLUME CLG. GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1 /8" = 1'-0" RIGHT ELEVATION SCALE: 1 /8" = 1'-0" 5TRUCTURAL NOTE6 Ij'\ FAOVIOE (V '9 carr. IN FIU.EE) flFECA&T LINTS. '-.V NC) (V ., carr. IN flUE) ~ OUT eLOCK ~ GARAGE DOOR GF-~A9E" IN OPEN POSTI~ 18 -0 x 1 9 -0 r--------------------~ I I I /'1 ROOF TRUSSES I I ABV. @ 24" O.C. v I I I IF CONCRETE: 4 #5 VERTICAL I I K I I S2 I I , . , , PARTIAL FLOOR PLAN ~. ~nDDD ~ IDDD. ~ ~ .1DDD IA -=1 ~ 1'- .~'-t"..- T ./ SQ. 1 0 DIA.~ GRADE LlNEJ COL. (0 \ (ASSUMED) TEMP. F.G. v.y RIDGE VENT L STUCCO FINISH LINE OF INTERIOR ~ VAULT ~~ ~ 12 ~ ~ -~-., STUCCO ~ FINIS1j7 ~ -7 123 k k' LSHINGLE /~ . ~~ R70m: P"..- ~~ 1/1-6" BANDING ~J.<- 'i<i -~!-' k i-<)-~i ~ ~ ~I SADDLE F.G.! ':.;j SIM. 12 51 T.O.M. ~ I . ..- 0 I OJ OJ I <0 ~INGL ~~ \ I EEHJ 1:== == -== - [J [J ~ - - - I:b I "- - r-. I ~ - = -- f-- == -- ~ ~I1'IK. " ~ 1/ ~= '" = I "~ .1 1'-i~_ ,""- / == 10" DIA. 1/2 COL. (TYPICAL AT GARAGE) 1\ \ ~DECORATIVE FINISH FINISH FLOOR LINE 1'-2" DIA:--' COL. 1/4" = 1'-0" . BEAM, 6EE PLAN6 FRONT ELEVATION STUCCO 12 -1f5 ?1\IN~ 5r ,~V ( Q \ DOUBLt ~.~.....-").SJ KEYS~ONE ~~ lTYPICAL) ~ I ro -11L _It '= DD l~ kV- ~ DDD It / 1/1 '-8' II SQ. 10" DIA.---1 172 COL. (iYPICAL AT GARAG E) 1 X9 FASCIA WI DRIP EDGE (TYPICAL) "C" ~~ L() O~ C'~ €Jc1 " ~~ ~OC ~ J ~ OO~ \t ]N N :r;~ ~<R ~ ()~ I ~~ ~U'l Q~ ...;! 0... ~....... <.S!jj Ud ~il5 a~ [3- z~ -J~ CIa.. <J)Z u.'-' 15'12 I I ~~ zffi :xX :lc DECORATIVE o~ ck:j ~~ FINISH <t~ ~IL ~ /:;;:; lH in ~~ ~ 8:[5 Q~ a . !z:~ -J~ 01 ~o= cl~ u III ill UJ=> ;;:;8 a:..~ UJ'" ~U'l ~~ "'>- I~ i3~ ~~ Ej,..: Cu ~~ C3 :l", (i'\~ tl:;; '-' ~~ X, ~~ 2~ t'lffi ;;:;13 dO @ 0:.[ SCALE: 1/4" = 1'-0" WALL LEGEND . INDICATES flUID CElL WI (1) #5 ~T. tJfi'//////////~ INDICATES TOP OF MASONRY 0 8'-0. I- -, INDICATES SHEAR WALl ~ INDICATES INTERIOR BEARING WALl 61MP60N MT6t8 TWI5T 6TRA FROM 6EAt1 TO COLUMN P.T. DBL. 2 x 4 B.u.C. ATTACI-4 2-PLlE6 ON EA. FACE WI IlZ'd NAIL6 . 8' O.C. (2) 6IMP6ON META2~ . BA6E OF COL. 6EE ELEV. FOR FINleM 6TYRO FOAM UJRAp AT ROUND COLUMN6 61MP60N ABE44 COLUMN 6A6E WIT1-40UT ANC1-40R6 TO MA60NRY COLUMN BELOW WOOD TO MASONRY COLUMN SCALE: 3/4"=1'-0" &EE PLAN FOR AMOUNT AND LOCATION OF REINFORCEMelT NOTE, e'x!6' l.NIT5 MAY BE IJ&ED LN..E50 UJOOD COlIJ1N 15 FRAMI~ ON TOP ~ COLIJ1N < > ROOF VENT SCHEDULE < > Verlf~ wIth General Contractor all roof Vet1t 10catI0fl&, Ciuantltlee, and alzee. Roof Vet1t& wll bs Inatallsd for a mInImum or vet1ted area a& Hated below: Mark LocatIon Off rIdge Vet1t.s or 60fflt Vent SCiUd I e~&tem (eCi. In) (eG!. [1'1) RVl let Level 14" 14~ Roof 24')(24' OR !6'x!6' MA$ONR'Y COLIJ1N fiLLED WI 2~&1 CONe. TYPICAL MASONRY COL. SCALE: 3/4"=1'-0. / ~ ~ @ ~ ~ ~ ~ a l!l:. CJ ~~ ~ ~ a [? ~ ~ ~ ~ ~ ~ ~ d (@ (@ ~ I!'il ~ 2) ~ (if) ~ rev @!J @ d '" ~ ~ @5 @ I? ~ [!!] '" @} ~ <I, [!!] '" CD [!!] ~~ @5 ~ ~ ~ [!!] ~ ~@5 ~ g I? @5 ~ ~ @ @ @ ~ @} @ @. I? ~ ../ DATE : 06-1]6-02 SCALE : AS NOTED DRAWN BY : [8~LL VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENGINEERiNG. P,A. SHEET DESCRIPTION : ElLEV A T~OIi\!l [PILAU\!! 'lPC'll> SC o 6AMUEL A GREEN6ERG, FE. lr3424S Dn-luy~. ~UYN~, FE. ~~ln o IRWIN J. 6EN60N, PE. -4~1Se TO M: &5T Cf M: OOINEER'5 ~ tW 6EL1a:, THE 5~ ~ tW 5PECIFICATICNS W1PI.:r WIn.! THE 11.000DA ElUILOm CODE, OECTICN 16~ FOR l2el H.PJ.!. 3 OECOO GUOT, ~ '8' u.lND ZetE (2001 WITICW. 11115 D~ lID DE51GN 15 VALID FOR 12 ~TH5 tmR THE DAiE 15 SIGNED tW SEALED. 51(;tS) tW $EALfI) FOR M: 5~ FORl'ICN Cf 11115 DAAUm at. Y. W ELECTRICAL PANEL SCHEDULE - 150 AMP 40 CKT. U (/) .....J Ct: ffi .....J (/) :::<:: (/) <: w l- I- <: ~ :::<:: Ct: ~ :::<:: (/) 5 5 tJ :::<::(/) ~ Ct: - <: I- ~~ ::l ~~ <: > DESCRIPTION :::;; :z ~ ~ Ww ~o ~o .....J <(0.. ~ ~ :z :::;; DESCRIPTION w 5 W Cl::N 0 0 ~:::;; w 5 w Ct: 0- ::J :z :0:(75 (0<( 0- <.> :z: <.>:z: 0- (0<( :z :::J 0- Ct: cr: AIR HANDLER CD1 1 2 W & FAN 10,000 6 60 2 2 30 10 5,000 1 CONDo UNIT 3 4 if) RANGE / OVEN 5 6 1 12,000 6 50 2 2 40 8 5,000 1 DRYER 7 B U WA TER HEATER 01 9 10 1 15 14 (~ CD 12 GENERAL LIGHTING - 4,500 3,375 10 30 2 C9 C9 cr: 11 12 1 15 14 7 GENERAL LIGHTING ~ 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 -.J 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 10) 12 1,500 1,500 12 20 1 23 24 SPACE 0 GENERAL LIGHTING 10 1,500 1,500 12 20 1 25 26 SPACE n DEDICA TED BATH K3S. 6 8) 8) 12 20 1 27 28 SPACE N DEDICA TED EXT. K3S 6 (4) (4) 12 20 1 29 30 SPACE GENERAL LIGHTING 12 0) (D 14 15 31 32 SPACE ~ GENERAL LIGHTING 12 4) 4) 14 15 33 34 SPACE L() GENERAL LIGHTING 11 4) 8) 14 15 35 36 SPACE ~ GENERAL LIGHTING 11 8) 8) 14 15 37 38 SPACE ~ GENERAL LIGHTING 12 (45- (4) 14 15 39 40 SPACE PANELBOARD NOTES: CD 5.000 WATT HEAT o DEDICA lED G.F.1. CIRCUIT o NOT USED 8) 1826 S.F. x 3 WATTSjS.F. = 5,478 LIVE & NEUTRAL POWER CALCULA TIONS LIVE NEUTRAL TOTAL 50,978 17,853 FEEDERS NEUTRAL LIGHTS, SMALL APPL. 8,478 LIVE TOTAL CONNEC~ON 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 SOCKET SINGLE PHASE 200 AMP BREAKER PANEL NEMA 1 30 CIRCUIT o c:::=:J c:::=:J -4 CU TO~ COLD WATER PIPE 4 DRIveN GROUND ROD 1 1/2' RIGID NIPPLE WI (2) ., AND (1) -:3 CU THW CONDUCTOR ELECTRICAL RISER DIAGRAM NT! r-8"Ft 1/ 3'-1" 1/ 2'-6" / ,-1 / . I ~r " . . ~ . . . . L OPE~ SIN '0 Co .' . . <D I 'to } 2'-6" } G)KITCHEN 0KITCHEN 10 0 001 I. MIRROR M.( I~j "'-.-"'" . . I ~ 10 0 0 01 ~ <D I 'to , o I Co MIRROR M. 0"> Co I .1 i"J ('.J J 2'-9" J (DBA TH J 2'-9" J 8) BATH 10 0 0 0 0 oj MIRROR M.C. ........... ../ , """-- ./ . . I~ . .;:: ro I N m TUB Co I 'to DRYER VENT UP THROUGH ROOF OR FLOOR FRMG. 18"x12" OPEN FACE I 220 V } 3'-0" } 2'-6" } @)M. BA TH INTERIOR ELEVATIONS SACLE: 1/4" = l' - 0" ~DOUBLE BOTT. PLATE AND BASEBOARD LAUNDRY ROOM/ DRYER VENT DETAIL ELECTRICAL LEGEND 8= DUPLEX OUTLET 0= SPLIT DUPL. OUTLET TOP PLUG IS 'HOT' @:: DUPL. OUTLET ABV. COUNTER HGT. @=: 220V OUTLET @ special purpose connection ~ TELEPHONE OUTLET 4+- TELEVISION OUTLET --f:fr 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 o.HOlL YWOOD LIGHTS ~ SECURITY KEY -+ CEILING FAN PREWIRE 11 DISCONNECT $\ $31 L A- ->' 11 al~3~ yv L Q ~;j/ 2/GF~ 33;7/1/ 0 l\~ ~ V\7~ 1/ ~~~~ ~~ [1\ ~ I~ ~ 1\( V r'\ \ :--..." ~ '-" ~9 5&7 '23 ~ ~/? 0 17 12 12 o KITCHEN <Y -.0" ~-..:. ,'0 f-. ~~ ~~ e;<',,~,^ '00 ~ v'A".,<- '~(.P05< 2P~;X":--"~ '-'~ .,,~ ~~~I'"' ~ [W ~ EQUAL EQUAL r~t, ~ ~~0 15 ~~W ~~~V{T ~ 4 P.B.lY~/ L ./..! / / / 23 GARV~~{:rs~t*' / / / 1 V'i~~ V % y / / / '( ~ 110v clg.~ 21 N \ -r\- mnt. outle/t '''''~ dr -', '$ Y33 2"),: I~' "" ~ ~- 12 ).^ 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 ~ITH EQUAL SPECIFIC A lIONS, THE ELECTRICAL CONTRACTOR SHALL COORDiNATE THE EXACT LOCATION OF ALL H.V,A,C. 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 \lORK SHALL BE DONE IN ACCORDANCE \lITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPL Y ~ITH ALL LOCAL CODES AND ORDINANCES.. UNLESS OTHER~ISE NOTED MINIMUM SIZE \lIRE SHALL BE IH4 A\lG EXCLUDING CONTROL \lIRING. UNLESS OTHERVISE NOTED, ALL CONDUCTORS SHALL BE COPPER \lITH 'TV' INSULATIDN FOR SIZE #JO AND SMALLER CONDUCTORS LARGER THAN#lO SHALL HAVE 'THV' INSULAlIDN ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED. AIC DfSCONN. ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE. ALL \laRK SHALL BE COORDINATED ~ITH OTHER TRADES TO AVOID INTERFERENCE ~ITH THE PROGRESS OF CONSTRUCTION. SMOKE DETECTORS SHALL BE HARD \lIRED <110 VOLTS TYPE) TO A NON-S\lITCHABLE 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. 2&4~ l ~ 11 ~ --J t I PORCH 35~ A < ~ ,d qf31 31 ~li (. RM BR. 2 33 F !1 RM z ~ 35 I~ 0- F ~T.V. 35 / / )\. 27 35@ '(I ~t~O ~~ 3 35 o r./ 9 ~ ~ ~ n ~o ~3qf ~~~v 37 ) I ~ 37 37 F 37 ~ BR. 3 q RM 1 ~ ~37 4- Ox~~ SF ----.J ~ =8 25 W.~. 'l//; 1t> 25 DINNING ~ z 3: ~ r P d:::. ,...... 25 ~ W.D./ g. t.l. \ ~J (,I -1 T. V. J ~. ~ 31 10 -.J -.J 4: 3 ~ '-< :::: v @ I^ 'r @ @ :2 a:::: ~ "". 33 F 1Q€ Ii I I I I I I I I 10B I I 23 ~ I 23 LEISjRE RM -+t- T.V. 23 ~ FOYER +- 37 ctb25 \?2 I :~~~J;T->@ ~ VV- "~~ EL ~ .39 (@ik~v, // L, ~\TT /1 39'W \. vYI ~ ~t\ iDR cb ~ ~~--" \ i>39 r ~ 39 BR. 4 -a=- ~ 1\ :2 a:::: rr ~ ~ ~1 WIN ENTRY w.p./ g.f.k r low voltage ~ 11 II Jh39 IT IL ./ ElECTR~C~l Pl~N 1/4' . 1'-0' LA TEST DATE: IN PROCESS DESCRIPTION : REVISION DATE: 09/24/03 07/20/04 E.W.O. #1373 .-- ~ ~~ L1) a~ c'~ QcJ tJ 3~ 33 F M. BR. ~ ~~ U~~ ~! COO~ \J ~ 31 33 ~ / r] ()~ l)~ U)- zai <{~ Q~ ill N :n~ ~~ ~ I <2 ~~ ~~ l.) i5~ <:tLL ~ ~iE ill i() ~ ~ 10 't o~ 8:~ o . !z~ -J~ lU !:so: ci~ ill ~~ (l..~ ld <:td) I 't 1;~ VI ~ ~ ~t3 ~~ ~~ i:l.) 13", (1) '-- i ;; X I ~~ 2~ ~~ Q~ @ (l..(l.. j' qf25 cA WALL z 33 3: . -e=- NOOK ^ 1 W -( ~3 0 ,W3 )tV .........8&6 ~ ~ @ D [? ~ d 2) @ d ~ @ ~ ~ g ~ ~ @5 l? ~ [!!J '" @ l:ll I!!l lD <Xl [!!J ~~ @5 2S c::!J I!!l @ ~ ~ @5 ~ @5 [? ~ ~ @ @ @ ~ ~ @ @, [? ~t---.. 9&11 ~ ~ ~ ~ ~ a I!!:, ~ ~ ~ a a (!V ~ ~ ~ @!I ~ [F:J ~ ~ ~ ~ (if) t;;J @ ~ 6) @ -+ rh. ELEC. l}J~M ETER o I o ~ . f. 29 =€ ELE(h~ PANrv DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : lB~LL VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENG!NEER~NG. P,A. SHEET DESCRIPTION : EILECTIR~CAlL. Pl.AN ~ " 1 / / 40'~OI V / -IN~ u\ \ SIMPSON TRUSS JOINT UPL 1FT CONN. FASTENERS" TYPE LOCATION ( LB5) CONNECT ION QT'Y. CAFACIT'Y PER CONN. NOTE: ALL On-lER TRU55 6RG. CONNECTION5 ARE 51MP50N MET A2(/) OR EQUAL FOR MA50NR'Y: 51MF50N l-II0 FOR FRAME: . l-IU52~ FOR l-IUNG TRU55E5 ON GIRDER5 UNLE55 OTl-IERWI5E NOTED. Tl-IE6E TRU65 UFLIFT vALUE6 ARE LE65 Tl-IAN CONNECTION CAFACIT'Y. MA50NR'Y MET A20 1 lS0(/) 14-10d X n/2' TIMBER !-I10 1 850 1~-8d X 1'/2' !-lUNG l-IU62~ 1 128~ 20-10d x 3' V / 14'~O' 1? ~81' / / ..... U5P TRU55 JOINT UFL 1FT CONN. FA6TENER6u T'YFE LOCATION ( LB5) CONNECTION QT'Y. CAFACIT'Y FER CONN. NOTE: ALL OTl-IER TRU55 BRG. CONNECTION5 ARE U6F !-IT A20-18 OR EQUAL FOR MA60NR'Y: U5F l-IC!0 FOR FRAME: . Tl-ID2~ FOR l-IUNG TRU65E6 ON GIRDER6 UNLE66 OTl-IERWI6E NOTED. T!-IE6E TRU66 UFLIFT VALUES ARE LESS Tl-IAN CONNECTION CAFACIT'Y. MA60NR'Y l-+T A20-18 1 1500 14-10d X lv2' TIMBER !-IC 1 0 1 ~50 18-10d X 1 v2 I l-IUNG TI-+D2~ 1 IS2(/) le-!~d x .3V2' * Double connectore to be placed dlagonall~ to each other. .. Do not drIve nafle trrough the truee plate on the oppoelte elde of the truee whIch could force the plate off' the trues. ,.. Mounted vertlca 11~ - - 0 0 \ \ - T \'- u\ U\ o - '-v :II = , r<) <t -, -, -, o w "'112 I .",i " I J 6 0: ~ I. ,I L "13 :;;,' ~6" 12' ~4" I I DROPPeD wAB~~ A6GE no" C' r (j ~ " l.-LA ~ , A2 , y' ~ n ~ 8 ~Ol C~w A3 8"0' C~w - - ~ \ N 8 0 \3 ..- - ~ ~ 0 U CD ~ \ ~ N ~ ..... A11GE DROPPfD wABi.X ...... '-0'0 n '<;j- n -:) -:) -:) () W () 9ROPP~D w,t\B>f B3GE '{.. X" 1'~411 6'~2" )9',4' 14"6'1 ROOF PLAN SCALE: 1/4" = 1'-0" LA TEST DATE: IN PROCESS DESCRIP1l0N : REVISION DATE: 09/24/03 STRDNGBACKS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRONGBACK LETTER IN ENG, PACK) ifl ~ o ~ ~ ~ > ?WMB CUI 10~/ 2" fr o o ~? 12 STEPPES ADD 1 L 2 PLYWOOD 1/411 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 an example, your truss may not match. Insist crane operator sets truss thiS way. o &AMUEL A. GREENBERG, FE. -:34245 o TI-IUY 1-1. I-IUYNI-!, FE. ~0122 o IRWIN J. 6EN&ON, FE. .4~l5e o All AB6A& I-IAKIM, FE. "S~leo TO M: 6E5T a= THE EN::i~'5 oo.LlEIX:i tW 6ELla:, THE S~ ~ tW &A:CFICATICN$ W1PLY UA11-l THE FLORIDA BUILDN:; CODE, 5ECTICN 16~ ~ 120 M.PJ.l. 3 5ECCID G\l$T, EXPO$Ul'1f '1;' UAND Z()lE (2001 EDITICW. 11-l1$ DRAWN:; ~ DESIGN 1$ VALID ~ 12 MCt-l1l45 AE=iER THE DATE 1$ SIGNED ~ 5EAl..ED. SIG\W ~ 5EAl..ED ~ M: S~ FORrICN a= Tl-l15 DRAWN:; a-l Y. ROOF FRAMING NOTES: I. SEE SI-IEET S3.1 FOR SI-IINGLE INFORMATION AND INSTALLATION INSTRUCTIONS ~"<t l!) a~ C'~ @cl OJ ~~ ~OC ~ ~ ro~ \J I N I , N r~ d\01 ~~ ~ ()~ ,01 ~8 <tU) <N Q~ ~I "- ~3 d@ l)~ ffi@ ",15 -!~ 132: LL'" 15[(2 d) -- , I Ot>j ~::> zB] IX ~~ O<t ~i!5 <t~ <tLL ~ ~;; w jfi ~~ 10 't g:~ \j 0 o.z . ~ts -!~ 10 s;lo= -!~ u ill O- w ~g IL~ ~~ <tu) iS~ ,'t ~~ E:l>-, Cu c~ ~....... ~g: 't~ c()~ ~V1 '" i;; X, ~~ Ow ~3 lllz ~a ,0 @ QI ILIL ~ ~ @ CJ [? ~ d 2) @ d ~ @ ~ [!!] @5 ~ . . m:: m:: a l!i ~ [!!, ~ ~ a i!e) (!V @V ~ ~ @!j ~ [t::J W ~ ~ I!i) GV 'irl ~ ~ ~ ~ <Xl ~ @5 I? 8 [!!J <Xl @) <Xl I!!l <Xl CD I!!l @~ rg 25 dJ I!!l @ ~ ~ g ~ rg /FJ ~ ~ @ @ @ ~ @ @ @, /FJ DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : [8~ILL VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENGiNEERING. P.A. SHEET DESCRIP1l0N : ROOF FRAMiNG PD=AN '&'A'lP SA / / 40'-Qi' / / / / 4-0" I?-B / / i2 -4" / / I A6GE DROPPW GAB~~ " ~ B' -0' C~w - o \ \'- U\ A2 , B'-O" ClG A3 B'-O' C~C; V L U (2/ ! )> -+:>- V) " ~L o t'0 CO DRcrp~) ~~ A5GE 82 D1 D2GE DRoppeJ ~A8Ive5 See Ol<+f~er Def'oIII!B' rx p aoe 5B .'rx B5~e ~PPCft 2'-4'1 6'-2" 19 -4'1 l' -4" 14 -6" ROOF SCALE: 1/4" = 1'-0" PLAN - -1\'-\ IJ.\ \ SIMPSON TRUSS JOINT UPL 1FT CONN. FASTENERS" TYPE LOCATION (LeS) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OT~ER TRUSS eRG. CONNECTIONS ARE SIMPSON MET A2g OR EQUAL FOR MASONRY: SIMPSON 1-410 FOR FRAME: c t-lUS2~ FOR l-1UNG TRUSSES ON GIRDERS UNLESS OT~ERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY MET A20 1 15g0 14-1gd X lV2' TIMeER Hlg 1 85g 1~-8d X lV2' HUNG 1-4US2~ 1 128~ 2g-1gd x 3' USP TRUSS JOINT UFL 1FT CONN. FASTENERS" TYPE LOCATION ( LBS) CONNECTION QTY. CAFACITY FER CONN. NOTE: ALL Or~4ER TRUSS 6RG. CONNECTIONS ARE USP 1-4T A20- 18 OR EQUAL FOR MASONRY: USP 1-4C10 FOR FRAME: c T1-4D2~ FOR 1-4UNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. T1-4ESE TRUSS UPLIFT VALUES ARE LESS T1-4AN CONNECTION CAPACITY. MASONRY HT A2g-18 I 15gg 14-1gd X lv2' TIMBER 1-4C 10 I ~50 18-10d X lV2' HUNG THD2~ I 152g le-l~d x 31/2' Double connector& to be placed dlagonall~ to each other. Do not drIve nall& through the tru&s plate on the Oppo&lte Glde of the trU5& whIch could force the plate off the trU5&. ... Mounted vertlcall~ . .. - o \ - ~ U\ STEPPES ADDI L 2 PLYWOOD 1 / 4 II FOR & RIBBONS o o LA TEST DATE : IN PROCESS REVISION DATE : DESCRIPTION : 09/24/03 i' ~~ L() a~ c'~ QcJ tJ STRONGBACKS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRONG BACK LETTER IN ENG, PACK) ~~ Noc ~ ~ OO~ \J I ~ .-- / P~UMB CUi ---l '7 12 N ~~ ~~ ~ . ,01 "'8 ()~ <:{U) ~'" 01 ill 0- iE8 o..~ ",ex< ~~ <:{U) "'>- l't ~~ ~~ "'''"' "'w ",,,/ ~" ~o 't!!:l 8~ c()~ ~~ "'" XI ~i5 Ow ~>- IOz d ,0 @ Q:I 0..0.. } 10-1/2'1 ATTENTION! .~ DON'T LIFT SINGLE TRUSSES WIT11 SPANS LONGER THAN 30' BY T11E PEAK CONSULT HIB-91 r " @R) ~ @ ~ ~ ~ ~ a ~ 0 a a ~ a a [? (!V (!V @:V (!e) ~ ~ ~ ~ [t:J d (@ (@ @ lfi) ~ 2) c;? @ @ @) ~ @ d tJl ~ ~ @5 @ I? ~ ~ tJl @ ~ tII ~ tJl CD ~ @~ @5 8 c:::!J ~ ~ @ ~ ~ g ~ @5 I? @5 ~ ~ @ @ @ dl @ @ @, I? ~ ~ 30' Span 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 5AMUEL A. GREEN6ERG, P.E. ~424:; o THUY H. HU~H, P.E. ~0122 D IRWIN J. 6EN50N, P.E. .4~1Se o All A6eA5 HAKIM, P.E. lIS6186 DATE : 05-115-02 SCALE : AiE~ NOTED DRAWN BY : [B ~ l.1L. VANCE AUTOCAD FILE NAME 118.27 ENGINEER OF RECORD : DANSCO ENGiNEERING, P ,A. SHEET DESCRIPllON : ROOF rFRAM~NG PLAN 'lI'A'lP 5[8 TO n-E BEST Cf n-E ~lNEER'5!Q.lo.u..ED6E ,6ND BELIEF, n-E e~ Fl..AN5 AND &FfClF1CATla-l5 ca1FL Y Wli14Tl4E FLO!<IDA ElUILD~ CODE, 5ECTI~ 16~ ~ 12eJ MfJ4. 3 &taw OO5T, EXPOm '6' tlAND ZeNE (200( EDITICW. 11-115 DRAUJm,6ND DE51GN Ie VALID FOR 12 ~ AFTER T11E DAn: 15 5~,6ND 5EALED. SIGNED ~ 5EALED FOR 1H: e~1UF.AL FORTI~ Cf 11-115 DRAUJ~ a-l Y. ROOF FRAMIN6 NOTES: 1. SEE SHEET S3.1 FOR S~IN6LE INFORMATION AND INSTALLATION INSTRUCTIONS / / 40' ~O:' / / / / 14' ~Qi' I?'-B" / / 12'~411 1/ / I tJi(OPPftl c;ABL-f A6GE 'I 8' nil (I /' "'v ',-"lr~ LA TEST DATE: IN PROCESS REVISION DATE : 09/24/03 - -IN \S\ , SIMFSON TRUSS JOINT UPLIFT CONN. FASTENERSu TYPE LOCATION ( LBS) CONNECTION QT'r'. CAPACIT'r' PER CONN. NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON MET A20 OR EQUAL FOR MASONR'r': SIMFSON H10 FOR FRAME: 4 HUS2~ FOR HUNGTRU$SES ON GIRDERS UNLES5 OTHERWISE NOTED. THESE TRUSS UFLlFT VALUES ARE LESS THAN CONNECTION CAPACIT'r'. MASONR'r' META20 1 lS00 14-10d X lV2' TIMBER H10 1 8S0 1~-8d X lV2' HUNG HU52~ 1 128~ 20-I~d X 3" USF TRUSS JOINT UPL 1FT CONN. FASTENERS" TYPE LOCATION (LB5) CONNECTION QT'r'. CAPACIT'r' PER CONN. NOTE: ALL OTHER TRUS5 BRG. CONNECTIONS ARE USP HT A20-18 OR EQUAL FOR MASONRY: USP HC10 FOR FRAME: 4 THD2~ FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACIT'r'. MASONR'r' HT A20-18 I IS00 14-10d X lV2' TIMBER HC10 1 ~S0 18-10d X lV2' HUNG THD2~ 1 \S20 18-1~d X 3V2' STRDNGBACKS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRONG BACK LETTER IN ENG, PACK) ? ----1 ? 12 .. - - 0 0 \ \ .u \'-- , 't" \S\ \S\ Double connectore to be placed dlagonall!j 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 truee. Mounted vertlcall!j ~ " A2 " r-" <{ f'0 <( 8'~0'1 C~c; A3 8' -0" C\.-c; - '0;) \ - o \ N 8 \::5 .......> U o <{ - '0;) - o CO .......> ~ N '0;) \ - 'T \ A 1 1 G E tJROPPW c;lOL-f 0~ N 83GE f'0 -, u f'0 -, u tlROPPftJ CiAB:~f / ROOF SCALE: 1/4" = 1'-0" PLAN T-4'1 (; ~2'1 19' ~4i1 14~(;' - " ~(;'I } 10-1/2" ATrrENTION! .~ DON'T UFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT HIB-91 fr 1/4// FOR & RIBBONS STEPPES ADD/ L 2 PLYWOOD 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 SAMUEL A. GREEN6ERG, FE. ~424S o T~UY ~. ~U"(NH FE. ~0122 o IRWIN J. 6ENSON, FE. .4~1S8 o All ABBAS ~AKIM, FE. lISo18o TO me 6E5T Cf TJ.i: ~mR'5 KNO.ll.E]X,E ~ BELla:, TJ.i: 5Tl'OC11JRAL ~ ~ 6Pi:CIF1CAT1~ W1F1. '( UJl1141l-E FLORIDA 6UILD~ CODE. OECTI~ I~ ~ 120 MP.I1. 3 OECCW GlJ5T, EXP05IJRE '6' WIND Za-E (2001 EDITICW. Tl415 D~ ~ DESIGN 15 VALID FOR 12 ~ AFlER n-e DATE 15 5~ ~ 5EiiED. 51GNED ~ GEALED FOR TJ.i: 5Tl'OCi1JRAL. ~ICN Cf TJ.I/i3 DRAW~ ~ r. ROOF FRAMING NOTE5: 1. 5EE 5l-lEET 53.1 FOR 5HINGLE INFORMATION AND IN5TALLATION IN5TRUCTION5 DESCRIPTION : ~~ LC) a~ C'~ tDcJ tI r~ ~ U~~ ~OC ~ C)) OO~ \J N ()~ , \ ci" Uz <D(l{ Zlli <t~ (\0 LiZ ill N rn~ ~~ ,01 "t~ Q~ OC" o~ --J<:O LL" I I ~ 08 ~N <, 0.:. <.S@ :;!;as ~- z~ <!I'" is!!l ~~ ~~ :S~ /:0= ~~ ".~ . !z: 15 I1l ~[; w ~8 ~~ <", "'>- ~~ ;~ 8", i~ ~~ (XI- wi5 0=0 @ ::IX ~~ ~ lH * o --J~ --J~ 0- lL~ "tLfl ''f ~~ ~" ~~ " X, 2~ ,0 ~l ~ ~ @ D D ~ ~ D ~ ~ ~ CJ ~ ~ D ~ D [? @i) ~ ~ ~ ~ ~ [t:J [t::J d w (@ ~ ~ 6'V 2) \? W ~ @ ~ @ d I2l ~ ~ @5 @ I? ~ [!!] I2l @ ~ I2l [!!] ID a:I [!!] @~ @5 25 c:!J [!!J [!!] @ ~ ~ I ~ @5 I? @5 ~ . @ @ @ dl @ ~ I? ~ DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : [8 ~IL.IL VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : CANSCO ENGINEERING. P.A. SHEET DESCRIPllON : ROOIF IFRAM~NG PlLAN qp A 'lP 5C " S TRue TURAL NOTES S TRue TURAL NOTES S TRue TURAL NOTES S TRue TURAL NOTES I. SPECIFICATIONS 3. DESIGN METHOD I. I. CONSTRUCTION: 1.1.1. I. I. 2. I. 1.3. 1.1.4. I. 1.5. I. I. o. 1.1.1. 3. i. ACI 3[8-02 BUILDIN6 CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE ACI 530/ASCE 5/TMS 402-<1<1 ~ ACI 530, IIASCE O/TMS 002-<1'1 SPECIFICATIONS FOR MASONRY STRtJCllJRES. ASTM C2I0-q2, C410-'1I, AND C'10-qO SPECIFICATIONS FOR MASONRY STRUCllJRES NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYIN6 SUPPLEMENTS. FLORIDA BU[LDING CODE (FBG), 2001 EDITION 3.2. "MANUAL OF STEEL CONSTRUCTION, ALLOHABLE STRESS DESIGN", BY THE AMERICAN INSTlllJTE OF STEEL CONSTRUCTION, (AISC) '1TH EDITION. 3.3. "DESIGN SPEC[FICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE TRUSS PLATE INSTlllJTE (TPI) 1'11015 EDITION. i.2. DESIGN: 1.2. I. 1.2.2. 1.2.3. 1.2.4. I. 2.5. 1.2. o. ACI 318-02 BUILD[N6 CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE ACI 530/ASCE 5/TMS 402-'1<1 ~ ACI 530, IIASCE o/TMS 602-'1'1 SPECIFICATIONS FOR MASONRY STRtJCllJRES. ASTM C210-q2, C416-'1I, AND C'1O-'1O SPECIFICATIONS FOR MASONRY STRUCllJRES NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYIN6 SUPPLEMENTS. 3.4. PL YVVOD DESIGN SPECIFICATIONS (APN FLORIDA 5I)[LDIN6 CODE (FOC) , 2001 EDITION LOAD FACTOR DESIGN: 3. I. I. 4.4. THE LOAD FACTOR DESIGN METHOD HAS USED TO DESIGN: CAST-[N-PLACE CONCRETE SLABS AND FOOTIN6S SERVICE LOAD DESIGN: 3.2. I. THE SERYICE LOAD DESIGN METHOD HAS USED TO DESIGN: MASONRY HALLS AND LINTELS INTERIOR AND EXTERIOR HOOD FRAMIN6 AND SHEATHIN6 STAIRS AND FLOOR FRAMIN6 ROOF FRAMIN6, SHEATH[N6 AND UPLIFT LOAD COMBINATIONS FOR LFRD DESiGNS: 3.3. I. 3.3.2. THE FOLLOH[N6 LOAD COMBINATIONS HERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + HL TOTAL DL + HL ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE HORe,T LOAD COMBINATION RESUL TIN6 iN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FlILL, AND AL TERNATIN6 SPAN LOADING ARE TO BE CONSIDERED. DESIGN ASSUMPTIONS: 3.4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS SHOHN OTI-tERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.5. \. 3. SHOP DRAHINGS : 4. I. REINFORCiNG STEEL: 1.3.1. 1.3.2. 1.3.3. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS HJTHQlJT HRITTEN APPROVAL FROM THE EN61NEER OF RECORD. ALL SHOP DRAW[NGS ARE TO BE SUBMITTED TO THE EN61NEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULAT[ONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTiN6 TRUSS MEMBERS. 2. DESIGN LOADS 2. I. DEAD LOADS: 2.2. 2.3. 2.4. 2.5. 2. I. I. 2. 1.2. 2. I. 3. 2. 1.4. 2. 1.5. 2. 1.6. 2. I. ,. 2. 1.8. 2. I. '1. 2.1.10. UNIT HEIGt-JT OF SOIL, COMPACTED: UNIT r<E1Gt-JT OF REINFORCED CONCRETE : UNIT r<E1Gt-JT OF l?" C.M.V. BLOCK, 1ST FLOOR SUPERIMPOSED LOAD: UNIT r<EIGHT OF 2x4 PARTITION HALLS: UNIT r<E1Gt-JT OF 2xo BEARING HALLS: BALCONIES ~ DECKS : TILE ROOF TOP CHORD , BOTTOM CHORD : SHINGLE 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 1 PSF 10 PSF 15 LIVE LOADS : 2.2. I. 2.2.2. 2.2.3. 2.2.4. 2.2.5. 2.2. o. 2.2.1. 2.2.8. 2. 2. '1. SIDEWALK AND DRIVEWAY LOAD: GARAGE LOADS: CORRIDORS AND BATHROOMS , PARTITIONED ROOMS: BALCONY AND DECKS : STAIRWAYS AND LANDINGS : ROOF: FLOOR TRUSS TOP CHORD MINIMUM: 200 PSF 50 PSF 80 PSF 40 PSF 40 PSF 40 PSF 20 PSF 40 PSF ROOF TRUSS TOP CHORD MINIMUM: 20 PSF RAILING LOADS: 2.3. I. 2.3.2. 2.3.3. 2.3.4. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO HITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILiN6. ALL RA[L1N6 AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO HITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPliED VERTICALLY DOHN0lARD AT THE TOP OF T"Hf: GUARDRAIL G!JARDRA[L SYSTEM SHALL BE DESIGNED TO HITHSTAND 200lb CONCENTRATED HORIZONTAL LOAD APPLIED ON I SQ. FT. AT ANY POINT IN THE SYSTEM. 2,3.1., 2.3.2 ~ 2.3,3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH 4.3. SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. HIND LOADS: 2.4. I. 2.4.2. HIND DES[GN TO BE CONDtJCTED IN ACCORDANCE HITH SECT. 1000 OF THE FOC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING. NET UPLIFT DEAD LOADS - 10 PSF SHIN6LE, 15 PSF TILE DEFLECTIONS: 2.6. I. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 4. I. I. 4. 1.2. 4. I. 3. 4. 1.4. 4. 1.5. 4. 1.6. 4.1.1. 4. 1.8. REINFORCIN6 STEEL SHALL BE ASn1 Ao15-'14 GRADE 40, f'~ = 40 Ksl LAP SPLICE SHALL BE AS FOLLOHS: j;5 BAR 25", #4 BAR 20", tt3 BAR 15". ALL DIMENSIONS PERTAINiNG TO THE LOCATION OF REINFORCIN6 ARE TO THE CENTERLINE OF EACH BAR EXCEPT HHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. REINFORCIN6 DETAIL D[MENSIONS ARE OJT TO OUT OF BARS. REINFORCIN6 MECHANICAL COUPLERS ARE TO DEVELOP 125 96 OF THE REQUIRED YIELD STREN6TH OF THE BAR AND ARE TO BE APPROVED BY THE EN61NEER OF RECORD. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRElc NOT EXPOSED : GROUT FILLED MASONRY: PRE STRESSED CONCRETE LINTELS (ADD. REBAR IN) : PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) : HELDED HIRE FABRIC (rlHF): ASTM AI85-<10a. 3" 2" I 1/2" 3/4" I 1/2" I 1/2" CONCRETE: DETAIL REINFORCEMENT IN ACCORDANCE HITH ACI 315-LATEST EDITION. 4.2. I. 4.2.2. 4.2.3. 4.2,4. 4.2.5. 4.2. o. 4.2.1. CONCRETE TYPE MODULES OF MIN. 28 DAY ELASTICITY DESIGN Wc) DESIGN (E) 4.6. C-I-P CONCRETE (NORMAL r<E1Gt-JT) 2.500 Psi 2,850 Ksl C-I-P GROUT 2,850 Ksl 3,122 KsI PRE CAST CONCRETE LINTELS 2,500 Psi 3,000 PSI PRE STRESSED CONCRETE LINTELS 5,000 Psi 4,030 Ksl CONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX HITH SLUMP BET\AlEEN 6" AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, GROUT SHALL CONSIST OF PEA ROCK (BIB" MAXIMUM AGGREGATE) CONCRETE MIX HITH SLUMP BET\AlEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, CONSTRUCTION JOINTS HILL BE PERMITTED 4.1. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED [N ACCORDANCE HITH THE SPECIFICATIONS AS STATED. EARTH SUPPORTED SLABS (EXCLUDIN6 EXTERIOR HALKHAYS ~ DRIVEWAYS) : 3 1/2" MIN. THICKNESS HI MIN. REINFORCEMENT OF 6.0 x 6.0 HI 1.4 x 1.4 HHF @ MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. HHF @ CONTRACTORS DISCRETION. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE HI ALL ACI- MCP 1<\'1'1 STANDARDS. CONCRETE MASONRY : 4.3. I. 4.3.2. 4.3.3. 4.3.4. 4,3.5. 4.3. o. 4.3. ,. FILLED CELLS HI (I) 45 BAR SHALL BE LOCATED @ 8'-0" O.C. MAX, @ BOTH SIDES OF OPENINGS 0'-0" HIDE OR MORE, @ THE HIGt-J SIDE OF ALL MASONRY HALL STEPS, ~ @ ALL CHANGES IN DIRECTION OF THE MASONRY HALLS. LOAD BEARIN6 CONCRETE MASONRY BLOCK 5t1ALL BE ASTM C'10-'10, TYPE II NON-MOiSTURE CONTROLLED. ALL CELLS ~ CAVITIES BELOH 6RADE HILL BE FILLED HI CONCRETE IN ALL STEM HALLS. THE AGGRE6ATE STRENGTH 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 5t1ALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION. LINTELS SUPPLIED BY APPROVED MANUFACllJRER: I) FECP/CAST-CRETE CORPORATION 2) POHER CONCRETE 3) ALLIED PRECAST 4) LOTI 5) MARION MASONRY 6) HIEKWA S TRUC TURAL LUMBER : 4.4.1.2. ALL FRAME HALLS TO BE CONSTRUCTED USING S.P.F. , SlVD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHIN6 EXP I U.N.O. 4.4.3. ALL PLYHOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORIN6 AND SHEAR HALLS SHALL BE AP A RATED SHEA THI NG EXP I U.N.O, 4. 4. 4. IF OSB BOARD IS TO BE LJSED IN PLACE OF PL YHOOD is TO HAVE SiMILAR OR GREATER SECTION PROPERTiES. 4.4. 5. ONLY STRUCllJRAL lUMBER TO BE USED FOR AN EXTERIOR APPLlCATION_ HOOD IN CONTACT HITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. HHEN PRE EN61NEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACllJRER IS TO SUBMIT SHOP DRAWINGS TO THE EN61NEER OF RECORD. 4.4. ,. DESIGN, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE HITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE ANSI/TPI 1-1'1<\5, HIB-<\I AND QST-88. 4.4.8. UNTREATED HOOD SHALL NOT BE IN D[RECT CONTACT HITH CONCRETE. SEAT PLATES SHALL BE PROYIDED AT BEARIN6 LOCATIONS HITHOlIT HOOD EN TOP PLATES. 4. 4. '1. ALL EXTERIOR FRAME HALLS SHALL HAVE 1/8" SnJGC,O FINISH PER ASTM C. <120. APPLY 3 LAYERS HI THICKNESS OF 1/8" OYER METAL LATH. FIRST 2 LAYERS 3/8" THICK. EACH, AND 3RD LAYER 1/8" THICK. 4.4.1.1. 4.8. SOIL: INTERIOR LOAD BEARING HALLS S.P.F., fb = 015 PSI, E = 1200 Ksl ALL EXTERIOR FRAMiN6 S.P.F., fb = 015 PSI, E = 1200 Ke.1 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 1042.0, 104.2.1, 1403.1.0, 1503.4.4, 18/0, 1'110."1.5, 2303.1.4, ~ 2304. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT , Soil Chemlcol 6o1'1'Ier Method , Other tl'eotment - Must speclf~ proposed method and submit doc.umentotlon, Nhlc.h substantlotes the pl"'opoe.ed method, Ie. an oppl"'oved tel"'mite pl"'otectlon s~stem 01"' method. IF CHEMICAL SOIL TERMiTE TREATMENT is USED I. FBG 1042.0 - "A pel"'monent slCJn Nhlc.h Identifies the termite treatment provIde!"' and need for re-Inspectlon and treatment contrac.t reneNal sholl be provIded. The sign shall be posted neol' the HateI"' heotel"' 01"' elec.trlc ponel" FOC 1503.4.4 - Condensote and roof dOHne.pouts shall dlsc.horge at leost 1'-0" aHalj fl'om the bvllcHng eolde Nalle.. FBC 1503.4.4 - 1I'I"'Igotlon/sprlnkler sljstems IncludIng all risers and spralj heods sholl not be installed Nlthln 1'-0" of the bvlldlng sIde Nail. FBG 1403.1.0 - To pl"'ovlde 1'01"' Inspec.tlon 1'01' termite Infestotlon, betHeen Noll covering and ~(nol eorth (:rade sholl not be less thon 0 inches. Exception: Paint or decorative c.ementitlovs finish less than 5/8" thick adhered dlrec.tl~ to the foundotlon Noll. FOC 1810.1.1 - Inltlol treatment sholl be done after 011 exc.ovatlon and ooc.kflll Is c.omplete. FBC 1816.1.2 - Soil disturbed after the Inltiol treotment shall be retreoted Including spac.es boxed or formed. FOC 1816.1.3 - Boxed oreos In concrete floors for svbseqvent Installation of traps, etc.. sholl be made Hlth permonent metol or plastic forms. Permonent forms mvst be of 0 size and depth thot Nll1 ellmlnote the dlstvl"'oonce of soil after the Inltlol treatment. FOC 1810.1.4 - Mlnimvm 0 mil vapor retorder mvst be Instolled to protec.t against rainfall dllvtlon. If rainfall OCCUI"'S before vapor retol"'del"' placement. retreotment Is I"'equlred. FOC 1810.1.5 - Concrete ovel"'povr and mOl"'tor along the fovndotion pel"'lmeter must be removed befol"'e exterior soil treotment. 2. 3. 4. 5. o. ,. FASTENERS AND TIE DOHNS : 4.5. I. 4.5.2. 4.5.3. 4.5.4. 4.5.5. 4.5.6. 4.5. ,. 4.5.8. 8. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO , SHAPES, ANGLES, CHANNELS: ASTM A3b-36M '14 Fy = 36 KsI ROUND METAL PIPE: ASTM A53-<14, GRADE B Fy = 35 KsI SQUARE METAL llJBING : ASTM A500-<14, GRADE B F~ = 46KsI HIGt-J STRENGTH BOL TS , ASTM A325-<14 MACHINE BOLTS: GALVANIZED ASTM A301-<14 SHEET METAL AUESSORIES SHALL CONFORM TO : f4 = 33KsIHITH GCI0 GALVANIZED COATIN6 IN AUORDANCE HITH ASTM A525-81. NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH 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 MANUFACllJRER PRIOR TO INSTALLATION. ALL FASTENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE HITH THE PLANS AND SPECIFICATIONS. CONCRETE EMBEDDED '.J' BOL TS USED FOR UPLIFT ARE TO BE r<ET SET PRIOR TO INITIAL SET OF T"Hf: CONCRETE, SPACIN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.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 PLACING &ROUT. '1. 10. FOC 1810.1.0 - Soil treatment mvst be applied vnder all extel"'lol"' conc.rete or grade Hlthin 1'-0" of the strvdul"'e sldeHolls. II. FOC 1816./.0 - An exterior vertlcol chemlcol borl"'ler must be Instolled after constrvctlon Is complete, Inclvdlng landsc.aplng and Irrlgotlon. Anlj soli distul"'bed after the vertlcol borrler Is applied, sholl be retreoted, 12. FOC 1810.1.1 - All bvlldlngs are required to hove pre-constrvctlon treotment. 13. FOC 1816.1.1 - A certificate of compllonce must be Issued ta the bvlldlng deportment ~ a licensed pest control componlj before a cel"'tlflcate of occvponcy Hili be Ie.sued. The cef"'tiflcote of compllonce eohall stote: "The bvlldlng hos receIved a complete treatment 1'01"' the prevention of subtel"'l"'anean tel"'mltes. The treotment is In accordance Hlth the rvles and laHs of the Flol"'ldo Deportment of Agrlc.vitul"'e and Consvmer Services". 14. FOC 2303.1.3 - After all NOl"'k Is completed, loose Nood and 1'111 must be removed from beloH and Nlthln 1'-0" of the bvllding. This Inclvdes all grade stokes, tub trap boxes, fOl"'ms, sho('\ng or othel"' celll.llose contolnlng motel"'lal. 15. FOC 2303.1.4 - No Nood. vegetotlon, stvmps, cordboord, trash, etc., sholl be bvl"'Ied Nithln 15'-0" of anlj bvlldlng or pl"'oposed bvlldlng. 4.8.3. SOIL IS TO BE COMPACTED TO '1596 MODIFIED PROCTOR AS DEFINED BY ASTM D 1551-'11 MICRO-LAM LUMBER: 4. 6. 1. STEEL: 4. ,. I, 4.1.2. 4.1.3. 4.1.4. 4.1.5. 4.1.6. 4.1.1. MICRO-LAM STRESS GRADES SHALL PROYIDE THE FOLLOHING MINIMUM PROPERTIES: E = 2.000,000 PSI Fb = 2,'150 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,100 (PARALLEL) Fv = 285 PSI ATTENTION: C~EMICAL Cf-iANGE6 IN FRE66URE TREATED UJOODS A5 OF DECEM6ER 315T, 2003, C~ROMATED COPPER AR5ENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RE51DENTIAL OR GENERAL CON5UMER U5e. 5EVERAL NeW PRE55URE TREATED WOOD ALTERNATlVE5 ~AVE 6EEN CREATED TO REPLACE CCA-C. MANY OF T~E NEW PRE55URE TREATED WOOD5 U5E C~EM1CAL5 T~AT ARE CORR051VE TO 5TEEL. IT 15 T~e CONTRACTOR'5 RE5PON5161LITY TO VERIFY T~E TYPE OF WOOD TREATMENT AND TO 5ELECT APPROPRIATE CONNECTOR5 T~AT RE515T CORR0510N. FOR EXAMPLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE ~OT-DIPPED GALVANIZED OR 5TAINLE58 5TEEL FA5TENER5. DOT 50DIUM 60RATE (5eX) DOE5 NOT. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. FABRICATE AND ERECT ALL STRtJCllJRAL STEEL IN ACCORDANCE HITH A.l5.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRlJC,llJRAL STEEL FOR BUILDINGS". STRUCllJRAL STEEL: ASTM A30-30M <\4. STEEL 1VBING: ASTM A500-<14, GRADE B. HELDED CONNECTIONS: E10XX ELECTRODES, MiNIMUM SIZE FILLET ~LDS 3/10", AHS CERTIFIED HELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REGVEST. HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROYIDE r<EB STIFFENER PLATES ON EACH SIDE OF THE HE6, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT T"Hf: CENTER LINE OF THE llJBE COLUMN. THE STEEL FRAME IS "NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROYIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. D 5AMUEL A. GREENBERG, P.E. t:3424S D T1-4UY 1-4. ~UYNH P.E. ~0122 D IRWIN J. BENSON, P.E. -49158 DALI A66A5 1-4AKIM, PE. 4IS61~ ;1 TO THE eeeT Cf= THE ENGINEER'e 1<N~.e A'lD eeLIEf, THE e~ FLAN& A'lD eF1:CIFICATIa-te ca1PLY WITH THE FLORIDA euILDI~ COOE, eeCTI~ '6~ FO,~ 1212> MPH 3 eeca-lD GOeT, ~ 'eo WIND Za-iE (2001 EDITICW. THI& DRAWm A'lD DEelUN Ie vAl..ID FOR 12 ~THe ~R THE DATE IT Ie elGNED A'lD eeALED. elUNED A'lD eeALED FOR THE eTf"aJC'l1.lRAL. FORTI~ Cf= THle DRAWm CNL. Y. D E DAN5CO ENGINEE~INa" P A ,..0.150)( J.fNJ. AftOLLO eI!ACW. FLORIDA · ,.12 ~ · (815) .. eI66 fIA)( · (&13) ... M. -. .k&-" @TI1ESE DRAv.1NGS AND DESIGNS ARE TI1E JOINT PROPERTi OF DANSCO ENGINEERING, P.A. AND TrlE ~ .....,., ClJENT ON TI1IS PROJECT. ANY REPRODucnON OR UNAU11-tORIZED USE IS PROHIBIITD. - 2003 ill REVISED 08-15-03 ffi CREATED 01-02-02 3 120 SEC. MPH GUST lENNAR ~6 6CALE NOI~ PATE l12iW T At'PA DM6Ic::tI B.V. N:/BLOCKS/STD 2001 6TFWCTUFeAl NOTE6 ~ET DE JOB NO. PM - 5021 eNI S TRUe TURAL NOTES COMPONENT Ii CLADDING DESIGN PRESSURE (120 MPH,3 SEC. 6()ST, 2.1/12 TO 0.c1/12 PITCH, EXPOSURE B, IMPORTANCE FACTOR=I) (PSF) REQU I RED SAFETY GLAZ I NG I N HAZARDOUS LOCA TI ONS (RE: FSG 2405.2.1) TRIBUTARY AREA ROOF WALL (FT') (GCpl = +/- 18) (GCpl = +/- 18) 10 14.Cl -50.1 25.Cl -34.1 20 13.0 -45.4 24.1 -32.4 50 II.Cl -3Cl.3 232 -2'1.3 100 105 -34.1 22.0 -20.'1 125 10.5 -34.1 21.1 -202 2405.1 6e:ne:rol. IndIvIdual glozed oreas IncludIng gloss mirrors In hazordous locotlons suc.h os those Indlc.ated In 2405.2 sholl poss the: te:st requirements Ot CPSG lo-CFR, Port 1201 or b~ comparotive te:st sholl be: proven to produc.e: or least equlvole:nt performance:s. Exceptions: I. Pollshe:d Nlre gloss installed in fire doors, fire NindONS and vleN panels In fIre resistant Nalls ond hazordous locations In 2405.2.1(3) ond 2405.2.1(4) sholl c.ompl~ Nlth ANSI 2Cf7.1. 2. Approved plastic materlols used os glozing In hazardous locations shall compl~ Nith ANSI 2Cf7.1. NOTES: I FOR EFFECTIVE AREAS OR HIND SPEEDS BETHEEN THOSE 61VEN ABOVE, THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED HITH THE LOHER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJJSTED FOR HEIGHT AND EXPOSURE BY MLJL TIPL YING BY ADJJSTMENT COEFFICIENTS IN TABLE 1000.2D OF THE FLORIDA BUILDING CODE 2001. 3 PLUS AND MINUS SI6NS SI6NIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. 2405.2 Hazardous Loc.atlons 2405.2.1 11Ie folloNlng shall be considered specific hazardous locotlons for the: purpose of glazing: I. 61azlng in sNlnging doors and fixed and sliding panels of slld1ng (patio) door assemblies. 2. 61azlnq In doors and Nalls of enclosures for hot tubs, NhlrlpQols, sauna5";' steam rooms, bathtubs, shoNe:rs md other suc.h rac.llltles Nhere suc.h qlozlnq Is locate:d 36 Inc.he:s ('1/4 mm) or less, measured hO'rrzonrall~, from a standing or Nalklng surfac.e Nlthin the enclosure and Nhere the bottom edqe of the exposed glozing Is less thcm 00 Inc.hes (1524 mm), measured' vertlcall~, above suc.h standing or Nalklng surfac.e. PRECAST LINTEL SAFE GRAVITY LOAD TABLE LENG TH SAFE LOAD - POUNDS PER LINEAR FOOT UNF I LLED FILLED 3. 61azlng In an individual fixed or ope:rable panel ad lacent to 0 door Nhere the nearest vertical edge Is Nlthln a 24-lnw (010 mm) radius of the door In a closed position ond Nhose bottom edqe is less than 00 In~hes (1524 mm) above the rloor or Nolklng surra~e. 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. Exception: I. 610zlnq in Nalls perpendlc.ular to the plane oT the door in a closed position In 6rovp R3 or Nitfiln dHelling units In 6roup R2 sholl be subject to 2405.2.1(4). I 4 61azlnq in an IndIvidual fixed or op,erable panel, other than those . 10catlO'ns described In Items 2 anCl 3 above, that meets all of the follo~-llng conditions: 4.1 Exposea aref of on IndivIdual pone: greater thon Cl sq. ft. (0.84.m ) 4.2 Bottom edge less than 18 Inc.hes (451 mm) obove the: floor. 4.3 Top edge greoter thon 36 Inches ('114 mm) obove the floor. 4.4 One or more NalkIng surfaces Nlthln 36 Inches (Cl14 mm) horfzontall~ of the plane of the glazing. 5. All glozing In rOlllngs regardless of area or heIght above 0 Nalklng surfoce:5 Inc.ludlng strvc.turol baluster panels and non struc.tural In- fills ponels. o. 61azlng in Nolis ond fences enclosing indoor and ovtdoor sNlmmlng pools and spos Nhere the: bottom exposed edge: of the glazing is: (I) less than 00 In~hes (1525 mm) obove the Nalklng svrTace on the pool side of the: glozing, ond (2) the gloZlrig Is Nithin 00 inc.hes (1525 mm) horizontQII'~ of the Nater's edge Ot a sNlmmlng pool or spo. 11IIs sholl appl~ to Single glozing and all pones In multiple glazing. ~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULAllONS. ~ PRECAST LINTELS MAY BE SUPPLIED ONLY BY APPROVED PRECAST MANUFACTURERS. (SEE SECT 4.3) ~ FILLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLED KNOCK-OUT BLOCK ABOVE THE PRECAST LINTEL AND ONE #5 BAR IN THE LINTEL. ;) t: ~ ,0- ~x iii " ~ ..a ~ ,.:.t: .. CIO , <D - -0 .- 0 , - - :::I < , - .... o J _ :,) ::> I ~C7.) D . :. :5l ~ " CIO ;: <D /) () - > .... CD --0 ~'" L.. _ I -..I LJ~ .J I !)O- !::x /)-0 ,.... :C cG I...:.t: ~ ~ -0- ... I r::..... :C- !:: <D 1:- LJ ,. .J <D ...x It DS ....s co ::1 - - ~ <D ...~ ~ c: " ell ~-; ... <D ClO ... "0- !:x A) GLASS BLOCK INSTALLAllON PERFORMED IN ACCORDANCE W1TH FaC COVER SILL AREA W1TH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SET A FULL MORTAR BED JOINT, APPLIED TO SILL. SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT W1DTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "Sd OR "Nd. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSIllON. (PLACE A RUBBER CRUTCH llP ON END OF TROWEL TO TAP BLOCK INTO POSIllON.) DO NOT REALIGN, TAP, OR OTHERW1SE MOVE BLOCK AFTER INIllAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT TI1E MORTAR FROM BEING dSQUEEZED" OUT. INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS W1THIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONllNUOUSL Y FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE TI1AN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS W1TI1 REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING W1TH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT W1DTH. SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASllC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE W1DTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS W1TH MORTAR.) 6' MIN. LAP SPLICE NOTE. SEE GLASS BLOCK INST ALLA lION NOTES. GLA55 BLOCK DETAIL B) C) D) I) J) K) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING llGHTL Y BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCllON. LEAVE SPACE FOR SEALING. APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE W1TH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCllONS. A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR W1ND SPEEDS UP TO 110 MPH*, PER PITISBURG CORNING RECOMMENDAllONS FOR INSTALLAllON OF GLASS BLOCK. rEXPANSICN STRIP "'~ANsmN BOl T (2 PER ANCHOR) /' ~XPANSION STRIP ~SEALANT 6' MIN. LAP SPLICE 'oJ I REINFORCING PANEL E) 20 QQ. PANEL ANCHOR 9 QQ. PANEL REINFORCING / :)D~:,fij ,/' !i~~' ,:~;il\\i\j 1;;;\~ / II' ,,;;;:~ii\;\\\ :\\\\\;;;~;:lj 111::::' / '.~::~~~;~~~~~~\ ;\\\\\\, ~~:::::., \~\~~~~~~~~H 9' ~ -SEALANT F) G) H) * (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1) ROOF DIAPHRAGM NAILING SCHEDULE (;::)l RIDGE LINE " + + + + + + + + +~ i:\ + + + + + + + + + + + + + + + + + + + + + + + 0 + + + + + + + + + + + + + + + + + + + + + + + + +.1 + + + + + + + + + + + + + + + + + + + + + + + ~ + + + + + + + + + + + + + + + + " + ~~ 6',,0' (T1'P.) + + / :+:/:+:~~ + +-t + + + + + +-t , + + + + ++++0:+ ++~ ++++++~+++++ +++++ ++ <r +++++++ +++++ +++++ +++'(0 +~+++++ +++++ ... + + + -, + + I '\.+ + + + + + ... ... " ~IDGE LINE 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 @ 12" D.C. INTERMEDIATE .1310X2 "1/2" LONG GUNNAIL"@ 4" O.C. .1310X2 1/2" LONG GUNNAIL @ 4" D.C. .1200X3" LONG GUNNAIL @ 4" O.C. EDGES & 8" D.C. INTERMEDIATE .1130X2 LON"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" D.C. EDGES (STAGGERED) & 8" D.C. INTERMEDIATE .0990X2 1/4" LONG GUNNAIL @ 3" D.C. EDGES & 6" O.C. INTERMEDIATE ~ + + + + + + + + + v6'-0" v / / v6'-0" v / / + + + + + + + + + + + + + + + + + + + ~ + + co + <3 + + + + + + + + r+~ ~ D NOTE: 1) SEE S1RUCnJRAL NOTES FOR SHEATHING SPECIFlCATIONS AND MND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR ovm FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEA THING IS FASTENED DIRECll. Y TO SOU111ERN 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. D SAMUEL A. GREENBERG, P.E. 4*3424B D Tl-lUY H l-+UYNH P.E. ~0122 D IRWIN J. BEN50N, P.E. #4~lBB D All ABBA5 l-lAKIM, P J=. **5b 18b TO TI4E eEeT OF TI4E ENGINEER'e KNOIJJLEDGE AND eELIEF, TI4E eTRUCruRAL. PLANe AND ePECIFICATIONe COMPLY LUITI-l TI4E FLORIDA 6UILDING CODE, eeCTION :6>06> FOR 120 MPl-l 3 eeCOND ooeT, EXFO$URE 'e' LUIND ZONE (2001 EDITION). Tl-l15 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-l5 AFTER TI4E DATE IT 15 51GNED AND eeALED. 51GNED AND 5EALED FOR TI4E 5TRUCTURAL PORTION Cf Tl-l15 DRAWING ONLY. r DE '" D At\l5CO ENGINEERING, FA. p.o. 60X ~ - APOLLO 6EACf4 - FLORIDA - 33&12 ~ - (&13) 64& 12>166 FAX - (813) 64& <3b<a& ED. 4610 t(\ -mESE DRAv.\NGS AND DESIGNS ARE -mE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND TI-lE ..., V:::/CUENT ON -mIS PROJECT. ANY REPRoovcnON OR UNAUTHORIZED USE IS PROHI8IITD - 2003 ffi CREATED 01-02-02 3 120 SEC. MPH GUST NOTE: IT IS 111E CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR Tl1E STRUCTURAL INTEGRITY OF Tl1IS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METl10DS, AND Tl1ESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO Tl1E ATTENllON OF DANSCO ENGINEERING P.A. PRIOR TO Tl1E COMMENCEMENT OF CONSTRUCllON. ~\ TAMPA OlVl61ON DRAU.N B.V. N:/SLOCKS/STD 2001 LENNAR ~OME5 5CALE NOTEO DATE 112/02 5TRUCTURAL NOTE5 4 T A6LE5 "- DE JOe NO. PM - 5021 eN2 \... ~ PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 INSULATION TYP.) I VARIES BAFFLES '\ 1/2" HIGH ~ STRENGTH ,?",' CD GYP. ~ ~3~,~Dw;LRL 7\? \? \? S (~2 \ '~1fi/..... BOARD WI..~ 1 DRYWALL SCREWS ~ " @ 7" O.C. CEILING IJ;-" & 8" O.C. WALLS r= f- R30 MIN. BATT OR ~ BLOWN INSULATION f- 1x2 P.T. HORIZONTAL NAILER / / E STD. 90' HOO:~ ~ (SEE DETAIL) / f- ~ R4.2 MIN. 2: INSULATION ~ ON EXT.. BLOCK WALLS r= HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) WI METAL PL. UNDER EA. TRUSS rOOF COVERING 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN2 _ ELEV. VARIES r.iI"'\ ~ "1~ \.J' ~l ~ALUMINUM DRIP EDGE ~ ",,'--ALUMINUM FASCIA \ . "'-2x4 SUB FASCIA 2" U.N.O. ~2" ALUMINUM VENTILATED SOFFIT ~8:"X8"X16" KNOCK-OUT BLOCK Wi 1 #5 CONT. FILLED SOLID W/GROUT ~ ELEV. VARIES .1\ A~ C-1" x 2" FURRING \..IJ' LJ'... ,- 1" x 6" ROUGH SAWN CEDAR '\ 2x4 SPRUCE SUB FASCIA J2" U.N.O. \--.12" ALUMINUM VENT1LA TED SOFFIT AL TERNATE FASCIA &CALE: 3/4"=1'-0" ~~e;. ~~ ,---- <:?:i>~ ~<S> ~ ~'Ve;.. /'/ ~~e:> ~~ 1C' ~#~ V~ /" C.M.U. TYPICAL /TYPE "s" MORTAR , ~ ARCHITECTURAL / FINISH ~~ 1 x2 PT WD FURRING ~ @ 24" O.C. = /~ 1 /2" GYPSUM~ ~ WALLBOARD U.N.O. = CONTINUOUS TO FOOTER BELOW ~00 !-lOOK. DETAIL Iii) KO. BLOCK f- - 1= N~- 1 x4 P. T. BASE NAILE (1) #5 VERT. IN FILL CELLS I\.:;z =-(SEE FOUNDATION PLAN FOR LOCATIONS) /' r= ~ ~ f- / 4"x4" INSPECTION PORT AT r= EACH FILLED CELL TYPICAL r= 3 1/4" BASEBOARD f- ~ ~ 6x6 W1.4xW1.4 WWF~: ~ STD. 90. HOOK OR FIBERMESH f- ,,/ (SEE DETAIL) CONCRETE SLAB WITH BROOM _-::-\ r= I / ~ FINISH SEE STRUCTURAL NOTES \ E /.. ~ MI~b~2.0~&~ ~~:~~~ j" ~ j" ~. >Y~W -~~ /~t ~V~ ~z Jt~>V~ ~ ./ ~V V~ 3 " // / (2) #r; REBAR CONT. MIN. CLR'I CLEAN POISONED AND COMPo ON 3 CHAIRS TYP. 1'-4"" SOIL. (COMPACTED TO 95% MODIFIED U.N.O. "PROCTOR ASTM 01557) Z ::!E ). . ~ ,,. . ~,--'-- ." /0-~' 6 MIL VAPOR/~ BARRIER / // . ..q- I ~ . ::;; N . ........ <.D - I"') HUD COMPLIANT TYPICAL WALL SECTION NOT TO 6CALE fA\ \!V NOTE: SEE SECT10N C/S1 FOR ADDITIONAL INFORMA llON -rf -;/ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ~ @ 3rd PTS FOR WALL HGT. > 8'-6D. SIMPSON SP1 CONNECTOR 1 /2"~x8" ANCHOR BOLT @ 24" O.C. W/ 2"~x3/16" PLATE WASHER (TYP.)' ~ C :l SPACE ANCHOR BOLTS 6" MAX. FROM END OF 2" x PLA TE ~ M /6X6 W1.4XW1.4 WWF ili OR FIBERMESH ~ I, 1. .~ _ ~~,- --.:. _ ~ ~ ~ ~~ -:,~_,~ _ j_ ~..,.\,. ~ 'I t.., ~ _ //~<(~~ .~~ '. '~d~~" 31/2"- 4" ! /~)y)\ I.. A." . ~/~~0>> / MIN, ,,/ 0> <<<<<~K<~ <",V ~OTE' (2) #5 CONT. )t' />>Y/>'>//>:/)> / HILTI'1/2"~ KWlK BOLT II WI 6" EMBEDMENT MAY BE 8" 1'-4" 8" USED IN LIEU OF ANCHOR BOLTS. I ~ --:- . ---: ~ ~..,..~. ~ A ---.:- ~ A ~. ' c ~ V)V)V~ " ',. '. ." ~~~~ A '4 4 ~~~<</ ~~~~~'V~~~/>>">0"" /, //",/,{",<<0",//<//~ // LOAD BEARING OR- EXTERIOR WALL ---- ------..... I II II II II I II II II II r====1(----=--:..J.L lI--------Jl--=--=--=--=--;1 -::.-::.-:.-=-Jl--=--=--=--=--rr-:.-=--=--=.Jl--=-=-=-=-rr-=--=-=--= .r--FIRST BLOCK TO BE I II II II II II SET IN MORTAR I II II II II II I II II II II II F= = = = = :::!.L._-_--=-_-...,-r = d~-=-~--~-r-=--=--:..:-:....J..l-....::-...:-=---=-....,-r-=--=--=--=-~-=--=--=--=-_;_r-=--=--=--=--' --=--=--=--== I II II II II I II II II ~ 71 3/8" MORTAR BETWEEN I II II II -..... II ~_________J~ _____J~_________J~_____~_ ~___ SLAB & BLOCK :----li----- ::---------li---------li~-- ----~1-~~ I II II II I II ELEV. O'-O"~ .'11 ld!-----------''------ -''-.......JL "'" , ELEV. -0'-5 1/4" r===--''-:..-=-----:T= -----r---------:i' M '-..1' ..4 ~ .' " . A.F.F. 6-0. _________.JL_ I- ..JL ,J. <..') '1' (" d. . 'j' 4 '\ ~ . :z A.F.F. ~ 0::: 4".. 4 ".d ." ~" " " 4 .4.. \.", ELEV. -0'-4 1 /4" 5 ~~ ~ 2"x6" RIPPED TO ACTUAL 4. {/4" WIDE "d' 4 4 " ' 4 " '.' A.F.F.~ e n gs ~ 440R 2:x4" WlTH 3/4" FURRING a ",,' 4. .- ~/ 4" . ..:IGARAGE DEApTH '4. ~ .'~" ".4 "l'" 4 . 4 .4".. f . 4 <I / d.."" VARIES 4" 4. <14 ,,' 4 d ". d 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1x4 P.T. BASE NAILE -::\. c--=: 1/2"~ ANCHOR BOLTS @ 24" O.C. W/ NUT & WASHER ~ (1) SIMPSON SPl TYP. ~ . ~'i :::::: = - = (1) #5 VERT. IN FILL CELLS 3/4" BASEBOARD ~:: w ---- (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI _ _______ :Z (.) CONC. SLABl\ ~ ~ SiE n: _________4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWF l\ - = .~ (f) ~ EACH FILLED CELL TYPICAL OR FIBERMESH I E ~ I~ ~ HEADER BLOCK U.N.O. .-.j- I, t= ~I ~ .1 ~t.., .1 ~_ \ . .1 / ~ - ::a. ...!... ~~ ~ I 0 Si~ ~ '\'~~~rl'\' y~ I j ~RA.9~ --- ~ z ~ ~ ~~<T I ~~/<<Y<<~<<-2 '1 6 MIL VAPOR BARRIER ~~J!<1: ~~~~\ ~ CLEAN POISONED AND COMP...J '~.." :. '- . '. ~'\-<<'\-<<'\' SOIL. (95% MODIFIED PROCTOR . ~;~~.. %%~ "co PERASTMD1557) /J, .''''''/, /,//, / 3 MIN. CLR. ~STD. 90. HOOK (2) #5 REBAR CONT.~ ' (SEE DETAIL) ON 3" CHAIR 1'-4" 8"x4"x16" NOMINAL BLOCK WlTH 3/8" MORTAR BETWEEN COURSES ~ ~ NOTES: 1. FILL ALL CELLS BELOW GRADE WHEN WHEN STEM WALL IS LESS ll1AN 40" ABOVE GRADE. 2. FOR STEM WALLS GREATER ll1AN 40" HIGH CONSULT ENGINEER. --==-- AL TERNATE STEMWALL FOOTING SCALE: 3/4'= 1'-0' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION GARAGE SLAB AT STEP I , \ f B 51 I AA \ , 51 f &CALE: 3~'=I'-0' ~ - \ A r2x S.P.F. STUDS @ 16" O.C. ~~ 1/ Y I V--2x STUD I Y Y " 1 '1 V8 C.M.U. ;f 1 I 1/1 ~ 1"x P.T. STUD I yV ~ I V- #5 VERT. IN FILLED CELL : f V- 1/2D X 6" "J" BOLT y I @ 24" O.C. VERT. I I I I I J...-~2x P.T. PLATE t: 1/2" MIN. PLYWOOD SHEATHING NAILED Wi 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" OIC EDGES. AND 12" OIC FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. f -K (2) ROWS OF 2x BLOCKIN\ ~ ' ,r-- 2x STUDS @ 16" O/C @ THIRD POINTS t::>< / ""A ____ R 11 1/2"0 X 8" "J" BOLT @ 24" O/C ~ ----- W/ 2"0X 3/16" PLATE WASHER TYPICAL ~ 1:7/8" srucco FINISH PER ASTM C. 926 NOTE: ~ APPLY 3 LAYERS W/ TOTAL llilCKNESS 7./8" HILll 1/2"0 KWlK BOLT II \ ~ OVER METAL LAlli. FIRST 2 LAYERS 3/8 llilCK WI a" MIN. EMBEDMENT MAY ~ EACH. 3RD LAYER 1/8D lliICK. BE USED IN LIEU OF ANCHOR ~ BOLTS. ~ rSIMPSON SP1 @ EA. STUD 6x6 W1.4. xW1.4 WWF \ P< OR FIBERMESH ~ 2X P.T. PLATE . , I~ ~::Z .~.. ~. y. .~ ~~ . - ",' .f>.~ I/~ y));j/)~ ~"~"c! .Jl FINISH GRADE 6 MIL VAPOR BARRIER~/~.' ~ ~.. ....4 .' ,<<"",y,,'V> . ,/~ .' ~.> Ay)V ~ Z CLEAN POISONED AND COMPo ~\ .. . .'~ ~~'\ ~ ~ SOIL. (COMPACTED TO 95% MODIFIE ~ ~ ~ 6. \' ~""'~ /"," PROCTOR ASTM D1557) --( ~~V< :(/-';( / . 4." l' - 4" 1 20" MIN. LAP t v v v~' '00<.' ~ '.)<7;T. '.xx,' ~ ~~, '^^", """ "-----H3 OR #4 REINFORCING BAR t'Y ..".."." . 2t ~ ~ ~4 LAP SPLICE 25" MIN. LAP l' .m '^~ ~':RB~OO= B": 'ill?" ~ vvv ~ ,\ ~ lIS LAP SPLICE 1 36" MIN. LAP 1 ,. )OtX': ~~^~xre~:~;:;;~~~:~;&j^~~^~~ ~,VV/ , ~~ LAP SPLICE I' '" R 17/8'/ ~ STD. ~00 +-tOOK "ex: IZ ~~ #5 REINFORCING BAR J -=- FRAME WALL TO C.M.U. WALL CONNECTION! D SCALE: 3/4"=1'-0" \... 51 --=' , f TYPICAL EXTERIOR FRAME WALL FOOTING fE'\ SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3~'=I'_0' 51 r REBAR DETAILS &CALE: N.T.s. rF\ ~ SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION I TYPICAL C.M.U. BLOCK WALL ~BLOCK WALL BEYOND P. T. 2x4 1/2" GYP. BD. SOLE PLATEx ~ "~'HOLD GYP. BD. : ~ . 1/2" FROM SLAB . >-< CONT. BEAD - "- I./"' z SEALANT -$0'-0" . .' ..' /~ '/~ ~6 ~ '.,~ . ~ ) INTEl~IOR \ .. " . ---.-J 4" . .~ . . . 4'. _, - $- HIL TI X-CF NAILS @ 12" O.C. . .. .~. ,~ STAGGERED, FROM BOTTOM 6X6 W1 4XW1 4 WWF OR FIBERMESH PLA TE TO CONCRETE OR EQUAL .. . CONCRETE SLAB\ j6X6 W1.4XW1.4 WWF OR FIBERMESH -'.,-_ -1-. ,I \ \ rx- _,,~ ~ z J A_<1 \ \ , - . ......... SiE ((-.. <1.' - -.j- I .1 ~ J ~" \ ',<<<<<<V/: /~. ". .... -:-....:._~_.Z ~1~:....:..~~~ J .~~ ~ ","~"'~ \.. <1 . '.. .. . 4 -~ .........::a _.-______~~,y/ %y/d.; ..'.1' <1'Y.~~V>'>?>' I ~ ~ ~<~Y1(~~'~>% 7r"/~~~>>7~~>>>'S;; 6 MIL 1/ VAPOR BARRIER 8" 1'-4" 8" (2) #5 STEEL (CONT..) ON CHAIRS ;;; FINISH TEXTURE BREAK SCALE: N.T.S. -=- I H '\ VV- a.. ?:c :I>> D >- ~ .Q o ~ ? <'" .. ~ ~ "'0 D 0 .- - ~ ::JI -< -=- TYPICAL INTERIOR BEARING WALL ( G '\ SCALE: 3~"=1'-0' ~- " ~ - 0 - - to> . :> Cl? co . :1)-, !I: a~ IS co ~ . <'" ,- a:>> " 0 SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 6X6 W1.4XW1.4 WWF / OR FIBERMESH ., A' . <l ~...s~..L.. ~ - <r~"": -A. ~ . .1 GRADE ',"",y)))>)Y))y/~" ~\~);/>'l>>>'" " " "<<"'- '.( /", '" /' :\v'" ~~""'V"'''</' ",,,- "'- "I' "'- "'>) ~ AY;K~> '" "'- /,/" (1) #5 CONT. 4" 8" MIN. -- > .... ~ - '0 1!C\I l.- _ , ....J .u~ .... . ~o.. i!i::C " "D <:ii I~ - a.. ,; I :z:- 0<- Z <J>> z- .u :IS .... ~ -:x: ,- ... ... aD :>o.l .... co ;:) - - :f.) ~ - -? :f.) C ..::: a ~-;; .... <J>> :00 - ..a.. z:::z:: . -.j- , ~~ bo ::::.:lE 1'0 --- TYPICAL THICKENED SLAB EDGE I L '\ SCALE: 3~"=I'-0' \61-' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ~ 2X S1lJDS @ 24" O.C. U.N.O. EXPANSION JOINT" 8" Vllh'I~" #5 CONT...--.. \ / I \\ 3 1/2" MIN. j" t '\7 ~ -:-" ~ tS "~~ '. . ...... ~ 7<< <<"'/ <<~.. b 'V>$fj:y)","",>} .' $"}5}5"" ~ ~~V' !P' .~\<~<<"'<<" '""'Y~'" I 4. " ~" <....,/" .~V ~t>>~~~<< . kLr-- 3D MIN. CLEARANCE ~ -; (2) #5 CONT. 1'-4" ON 3" CHAIRS (TYP.) ~ ~1/2" GYPSUM WALLBOARD U.N.O. ~ wi DRYWALL SCREWS @ 8'O.C. GARAGE ~19 CONT. BEAD ~ U.N.O. SEALANT .H.D. RECESS GALVANIZED METAL STOP SECURED TO WALL ;:TO RUN CONTINUOUS AND LEVEL AT A MINIMUM OF 8" ABOVE GRADE. ::Z EST. GRADE SE . _ J-.ELEYAT1~ 0'-0. co, _L ~TOP OF S~B__'...I ~\Y\\~~\Y\\~ 1 /("/",:::;)- \ \ \/\ \ -- . . '\K'\) \;? ~ 3/4" RECESS FOR S.G.D.~ ,\/ARII="C: 6X6 W1.4XW1.4 WWF "" / OR FIBERM~SH ... ~ 6 1_..,.- ~ -'-"--.r"'-':' _ ~ J.NI ~ , ~~- ~ .. ~ .........::a f~~~~<., : < ~~y ~~ 7 ~// ~r>;,/)'/ //Y/V<<<Y (2) #5 CONT. ~ '\K'" "'>>:::<<~~ ",,,< . .4" 1'-4" R" . -.j- b.1 z I N- ~ ::::.:lE 1'0 OFTION ~1 GARAGE DOOR SLAB RECESS : fJ'\ \...51 j --...- K, 51 1 -=-- INTERIOR WALL SLAB STEP NON-BRG. I SEE A/S1 FOR MORE SLAB INFORMATION &CAlE: 3~"=1'-0' \ SCALE: N.T.S. SEE A/S1 FOR MORE SLAB INFORMATION -- EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL . THICKEN SLAB EDGE BETWEEN /3/4" RECESS FOR S.G.D. DOOR FRAMES AS SHOWN \ VARII="C: 6X6 W1.4XW1.4 WWF /OR FIBERMESH FINISHED CONCRETE LANIA TO RECIEVE BROOM FINISH U.N.O~ / I '-.j- . ~ ~ , \ \ \~;-.-~-:--q:c-~~~t J~~ <r ~~ -f ~ . '\ ~ .~. .1 /';"":: ";"":: , ~ '- '" ~ i&"vi&<~-> '/. .~. ..~< y/, / "' 6X6 W1.4XW1.4 WWF-./ >-1~/0 <</~~)<" OR FIBERMESH /' ~-(2) #5 CONT. / 4" 8" 1'-4." 8D (1) #5 CONT/ ' It MASONRY WALL AND PAD FOOTING 8" MASONRY WALL t-c;t ____MASONRy WALL AND ~ P AD FOOTING -- r-- EXTEND FILL CELLS TO FOUNDATION 1 PAD MAT REINFORCING. OPTION ~ CONT. FOOTING STEEL \ \ / 3 1/2" MIN. 6' MIN. ,~~PZ v: V" " J =:3: ~~ \~. &'/...<(/...<(~y ~~ -I- ~ >>/>>/>>~>-7 FOOllNG BEYOND ~~ ",<<,<<,<<" , //~ "'-/ ,. · · · '>/ /:..;/ /:..;/ /:.., J'" /~ / (V N / N / /, ,," 3" MIN. CLEARANCE ~~>:Y)\y)'$;>:%~~'V' " PAD REINFORCEMENT -.l'-< ~~~~~ .~*,,/ (SEE SCHEDULE) /'J" MIN. CLEARANCE FOOllNG WlOll1 SEE SCHEDULE FOOllNG DEPll1 SEE SCHEDULE SLAB STEP .t RECESS to) S.G.D. rM\ SCALE: 3~'=I'-0" ~. SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI PATIO COLUMN FTG. DETAIL SCALE: 3~NTS. N Sl \ J 4 \ 'b N SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) 1: \.. S.P.F. DOUBLE TOP PLATE~~ ~TRUSS BOTTOM CHORD OR 11 4.~ 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR-T V^ TOE NAILS @ EACH END -~r- 1/2" COX PLYWOOD OR 7 /16" ~ V2"x S.P.F. (OR EQUAL) O.S.B. SHEAll1ING REQ'D. FOR ~ STUDS @ 16" O.C. U.N.O. ,..?-' ALL EXTERIOR OR SHEAR WALLS ><><~ (1) ROW 2x BLOCKING@MIDHGT.FOR AS INDICATED ON THE PLAN. 'J\ ATTACH SHEAll1ING W/ 8d y ~ WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING COMMON NAILS @ 4" O.C. @ - ~ @ 3rd PTS FOR WALL HGT. > 8'-6". BOUNDARIES, 6D O.C.@ EDGES, ~/R19 AND @ 12" O.C. @ FIELD ____________ ~ ').. >< ~ SIMPSON SP1 CONNECTOR -y- 1/2"0x8" ANCHOR BOLT@ 24" 0'Cl~/2X P.T. BOTTOM PLATE W/ 2"0x3/16" PLATE WASHER (TYP.) ~ r 6X6 W1.4XW1.4 WWF C MIN. :i / OR FIBERMESH l \0"; rl f,' , c--:.-~ ~'"(: -:=~~;(:?~ - 3 1/2"-4D ~ ~ ~/2"-4~AYAY~ ~ ~ ..... ~';/>'\ MIN. MIN. "//~/0~<<<~~~' /;<'> /):; '/;.; / / (2) #5 CONV' " 4 .' . " 1'-4" R" U.N.O. MIN. TYP!CAL BEARING WALL to) STEP I NOTE: &CALE: 3~"=I'-0" \ SIMPSON HETA20 @ EACH STUD WlTH 16-10d X 1-1/2" MAY BE USED IN LIEU O~ ANCHOR BOLTS, PROV1DED HETA20 EXTENDS UP STUD. SIMPSON SP1 's ARE NOT REQUIRED W/ THIS ALT. C 51 \ J NOTE: H{Tl 1/2"~ KW1K BOLT II W 8" MIN. EMBEDMENT MAY B USED IN LIEU OF ANCHOR BOL TS. b - ~SEE UPLJFT SCHEDULE FOR UPLJFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO S.P.F. DOUBLE TOP PLAT~ "'~TRUSS BOTTOM CHORD OR / >>< 2x4 BLOCI<ING W/ 2-16d SIMPSON SP2 CONNECTOR--'" ~ TOE NAILS @ EACH END -'\JA - - - ~V2"X S.P.F. (OR EQUAL) /~ STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING@MIDHGT. FOR----"'" >~"19 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ~ @ 3rd PTS FOR WALL HGT. > 8'-6". ;:; 1/2"0x8" ANCHOR BOLT @ 24" O.C. ~r r~/ 2"~x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR ~;>-I/ ' 2x P.T. BOTTOM PLATE~ ~ r6X6 W1.4XW1.4 WWF C" MIN ,,~ '. / OR FIBERMESH l , : ~ -."L-.~ - -~.,- --~ b ~ . . ~ . "co~ r + ~~ ~-~~'~..~ -:A~ ". A~W~" %> 31/2"-4" '" ~ ~/2"-4::S::AYAY~ ..... .~I)>>'0 MIN MIN. 7" //~/;0K<"","<<"","'<<",~~, /~ "/ /""y /" "'/" / (2) #5 CON~4." . 1'-4" 8" U.N.O. MIN. AL TERNATE TYPICAL BEARING WALL to) STEP W/O SHEAR WALL ~ I CC \ \ 51 J NOTE: SIMPSON HETA20 @ EACH STUD W1TH 16-10d X 1-1/2" MAY BE USED IN LJEU O~ ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. SIMPSON SP1'S ARE NOT REQUIRED WI THIS ALT. D SAMUEL A. GREENBERG, P.E. t:3424S D TI-4Ul 1-4. I-4UlNl-t, P.E. ~g122 D IRWIN J. BENSON, P.E. -4'31S8 D ALl ABBAS I-4AKIM, P.E. ~~18~ SCALE: 3~"=1'-0" --=-- NOTE: HIL TI 1/2"0 KW1K BOLT II wi 8" MIN. EMBEDMENT MAY Bt: USED IN LIEU OF ANCHOR BOL TS. & CREATED 01-02-02 TO THE BEST Of THE ENGINEER'S KNOWLEDGE AND BELIEF, THE 5TRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1~0~ FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WIND lONE (2iZl01 EDITION). THIS DRAWING: AND DESIGN IS VALID f=OR 12 MONTHS AFTER THE DATE IT 15 516NED AND SEALED. 516NED AND SEALED !=OR THE STRUCTURAL PORTION Of THI5 DRAWING: ONLY. / D E DAN5CO ENGINEERING, FA. p.o. BOX ~ - APOLLO eEAa-I - FlORIDA - 33&12 ~ - (813) 645 0166 FAX - (813) 645 %C38 e6 4&10 r("\111ESE DRA~NGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND 111E '0 WENT ON 1111S PROJECT ANY REPRODUCTION OR UNAU1110RlZED USE IS PROHIBITED. - 2003 """ 120 MPH 3 SEC. GUST &EAL. ~ SCAl..ENcm:D DATE t12lm LENNAR f.10ME5 T,c1l1pA DIVl61CN DRAUN B.V. N:/BLOCKS/STD 2001 ~ 5ECTrON5, DET ArLo, NOTE5 61 ~ \... f'RE-ENGINEERED WOOD TRUSSES @ 24" O/C ,uPLIFT CONNECTOR (SEE SCHEDULE) (/'OUBLE 2"x4" S.P.F. TOP PLATE 7/B" STUCCO FINISH PER ASTM C. 926 APPL Y 3 LAYERS W / TOTAL l11ICKNESS 7/B" OVER METAL LAm. FIRST 2, ~AYERS 3/8" mCK EACH. 3RD LAYER 1/8 lliICK. 2X4 PT Sl1JDS @ 16" O.C. OR (1 )2X4PT Sl1JD @ 24" O.C. UNDER COMMON TRUSS WI (2) 2X4 / -- PT Sl1JDS UNDER HIP CARIER/GIRDER TRUS~ -;I ~ \. \ / t/ '" ~l L MAIN SPAN ROOF TRUSs UPUFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 @ EA. Sl1JD / I == MOISl1JRE BARRIER 8"X8"X16" K.O. BLOCK wi 1 #5 CONT~ t - AND FILlED W/ 2500 PSI GROUT -' 1 #5 VERT. IN CONC. FILlED CELL -- W/ SID. 90' HOOK IN K.O. BLOCK = -= 12 (TYP.) I SEE ELEV. / / ..h~~--' ~ ~~ SIMPSON SP2@ EA. S/D~ ~ ~ 1/2" EXTERIOR GRADE SHEATHING W~ F'ASTENED TO TRUSSES WITH 8d COMMON ~ _ WIRE NAILS @ 4" O/C BOUNDARIES ,...... 6" OIC EDGES &: 8" OIC FJELD ::,.. , .... '" ~ ~- KNEEWALL A60vE MA60NRY WALL DETAIL, SCALE: N.T.S. , r=;VENT OR 2ND FLOOR r\\;::::: 1/2' MINIMUM CEMENT FINISH '" - ~ : VTWICAL C.M.U. WAU ~~ - S'IANDARD 3" DIA. lIE ~ f- - ~ ~3/4" FURRING STRIPS TI-iREADED 3" D1A. EXllNSION S =: 1---1/2" GYPSUM BOARD W/ DRYWALL SCREWS FOI$OOffii/lM)f8UJAP (3" D!A.) ~ H - @ 8" O.C. OR 4d - DRYWALL NAILS - - 2 - - - - v /~ - - MIN. EXllNSION FROM EXllRIOR F ACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXllNSION FROM EXllRIOR FACE OF BLOCK WALL IS 2 1/4" f- - - - - - TO DRAIN B\'~ WALL CLEAN-OUT ( A \ SCALE: N.T.S. \!:V . TOP SPLICE OUBlE 10d ~ ~ . ~ . ~~ ~ "--BOTTOM SPLICE OVER STUD .. ~ v 10d @ 8" olC ./ v NOTE: PLATE lENGTHS MUST BE ./ AT LEAST 8'-0" LONG. TYPICAL ~ TOF FLATE SFLICE DETAIL{ M '\ SCALE: N.T.S. ~ DOUBLE 2x TOP PLATE SIMPSON LSTA12 @ 24" STAGGERED (FOR SHORT SP AN PROVIDE 2 STRAPS ON EACH END MIN.) 2x BLOCKING @ EACH END W/ 10d x 3" @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING 1- C >- o :..: 00 <.1) o o ... ~ <C r/; ~ ----(2) 2x HEADER 2x BOTTOM PLATE WI (1) 10d X 3" @ 12" O.C. TO EACH HEADER FACE .... o .... I ~ ~ VARIES - ~ 2 x b (MIN) FRAME WALL HEADER DETAIL . 00 <.1) u > <.1) o :\l - ..J ~ . :1- :c o "- CD ::..: u CD :1- , ... ... <D 3S <D :c (2) 2x4 TOP PLATE SIMPSON LSTA12 @ 24" STAGGERED (FOR SHORT SPAN PRO~DE 2 STRAPS ON EACH END MIN.) oE~ .o::::~ ~(2) 2x HEADER WI ~.. 2 x 4 FRAME - - PLYwoOD FLITCH WALL HEADER DETAIL :D :D 10 --=-- ... <D .., C cJI WALL HEADER DETAILS SCALE: N.T.S. 11, \ 52 g = <D ::;) :1- ::r: ( PREF AB CHIMNEY CAP \ FLASHING 2"x4" BLOCKING (SEE MANUF. /' ~ SPECS. FOR MINIMUM DISTANCE) ~1 - - - I{2: ^"EXTERIOR FINISH .......PREFAB CHIMNEY ,.--"""'- BLOCKING @ MID POINT iM1EN CHIMNEY EXCEEDS 6'-0" IN HEIGHT ...-1/2" SHEATIiING OR O.S.B, ... -2"x4" Sl1JDS @ 16" O.C. MAX. /\SIMPSON HUSC48 CONCEALED FLANGE HANGER W/ (6) 10d INTO BEAM & (6) 3/16" X 1 3/4" TAPCONS ~ I SIMPSON H5 AT EACH JOINT TYP. CRICKET AS REQUIRED >- ~4; z:Z 4;- ~~i~ = est- ~ cr B~ 0:: GALV. METAL 7-rJ 5:0. b FlASHIN\ . I bt:::!'b _ ~~~ ~ ~ CRICKET.J"'.~ - -- - -- r - /~ SECTION lA_AU SCALE: 3/4":1'-0' ~ I (2) 2 X 8 BEAM/ .=-. E 62 I TRANSOM OPENING 7'-4" A.F.F., PRECAST RECE?S LINTEL (FILLED) I \ ~ I I #5 REBA~ DOOR OPENING I I SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs) (GRAV1TY CAP = 1262 Ibs) LINTELS AT ENTRY DOOR W/TRANSOM NOT TO SCALE ~ ~ DOOR JAMB 3-1/4" LONG X 3/16"0 TAPCON. __ INTO BLOCK@ SPACING PER MANUFACTURE ~ 1 X4 P. T. 1" D ETA I L 1/2" DRYWAL 1 X 4 Ft RRING DOOR JAMB W 1/4" X 2-1/2" S,D.S. WOOD SCREWS INTO P.T. @ 12" O.C. '--_ 3/16"0 X 3" LONG TAPCONS STAGGERE 1 X "1" ~~~~G~C1 X~-~S~~ I~J~ ~~.SONRY G X 8 P. . 1-1 /2" DETAIL . , 3/16" x 3 -1/2" TAPCON DOOR JAMB W 1/4" X 3" S.O.S. -lIsll @ 12" O.C. 2 ROWS STAGGERED. rJlfJ ....... 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. -I(] 1 X4~ 3/16"0 X 3-1/2" LONG TAPCONS STAGGERED -2X8 STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8 T11ROUGH 1x8 P.T. & 2x8 P.T. 1 X 4 FURRING 1/2" DRYWALL l DOOR JAMB W 1/4" X 4-1/2" S.O.S. 12" O.C~_~ 10d @ 12" O.C. 1 ~~ 2X2X8 P.T. Vv1T11 3/16"0 X 3" LONG TAPCONS - STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 3-1 /4" DETAIL BUILDOUT ~ OVER SIZE DOOR~ WINDOW ROUGH OPENINGS I CC \ NOT TO SCALE ~ 3" DETAIL -2X8 2 x 8 P.T. BUCK-CONNECT TO BLOCK W/ 3/16" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING/ ~ /if ~~ AT B" O.C. .P< BLOCK HEADER .~6" MAX. ATTACH BLOCKING ~ TO TRUSSES W / SIMPSON A34 ANGLE TYPICAL ~ ~;MPSON MTS12 @ EA. CORNER RE-ENGINEERED WOOD TRUSSES ~REFAB CHIMNEY ASSEMBLY ><:; /t ~ ~CKE~ ~~" I '.q- ~ (,,/~ \( \v I\. /J .....-~ A / GAL V. MTL FLASHING ~ ~USS TOP CHORD PSON MTS12 @ EA. CORNER OUBLE 2"x4" BLOCKING !\.2"X4" @ 16" O.C. MAX. V2"X4" BLOCKING TYP. -=- TYFICAL Cl-IIMEY DETAILS( F '\ SCALE: N.T.S. "-- 52 .J ~ c ROOF TRUSS (ABOVE r2X4 SLOCKING ~l ~ ~ t ~ ~ SIMPSON DTC @ ~ f\ ~ EA. BLOCKING 1\' , ~ ~2X8 WALL m ABOVE ENTRY ~:K.O. BLOCK · W/(1) #5 CONT. "'1='" & FILLED ANCHOR BOLT A 10d NAILS @ 6" O.C. STAGGEREj ~~I 0 ~-- TRANSOM..-- MoM FRAMING ~ ~ BEYOND,--- - ~ = LpL YWOOD o { E' .SHEAlliING ~ ~ I :8 '----- t B ~ PLYWOOD SHEA llilNG ANCHOR BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLAIT) ASONRY WALL 1=== MASONRY WALL BELOW-~ f- .... .... @ ~- r-SIMPSON A35 ,SIMPSON CQ. SIMPSON I SP2 A35 I'~" . ~ It .. . :::::!:S: 2X4 TOP PLATE OVERLAPPING '":::r - '^. ......:;:::..~........ " " '~.J""""" " ~~ " ~ " ~ " ~~ " ~ ~\~, TRANSOM FRAMING .\ SEE SEC110N AA/S1 AND BB/S1 FOR ADDIT10NAL ~ DETAILS ~ - , L.NAILED INTO TRANSOM FRAMING - - ~ - ""--10d NAILS @ 6" STAGGERED i .-SIMPSON SP1 rANCHOR BOLTS @ SIMPS~35 _ / 24" O.C. MAX """ lS . / ... -db 2X4 P. T. I " g PLA TE ~X8 P.T. BOTTO~ PL~ I RECESS r LINTEL rSIMPSON I A35 ~ / ./ <t 44' '. 4 '~" 4 . Ii ~ I \ I \ LANCHOR BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) CD c r-SIMPSON A35 r~IMPSON I SP2 I' t' . " .. . -SIMPSON A35 I ...__10d NAILS @ 4" I~ ~ STAGGERED ;~:;sT~~~" --~-" ~ " ~~'" ~~', 7 TRANSOM FRAMING ~~" < SEE SECTION AA/S1 AND ~~ BB/S1 FOR ADDITIONAL ~ DETAILS \\ ~ , \ NAILED INTO L-TRANSOM FRAMING - - . .q- I 'b .-SIMPSON SP1 PLYWOOD FASTENED TO TRUSSES iMTH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES &: 8" O/C FIELD V RECESS /L1NllL / .~ /. r~SIMPSON A35 ~ SIMPSON A35 tV 0~ ",II I '- I \ 2X8 P.T. BOTT+ P~ I \ I I LANCHOR BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ? '. 4.-, <t 4. 44' I ..<t' . A -D- SECTION A-A 2'-0' 8' (,. (,. / \ 1 ~ \1 I / * ~'- \_ J LEAVE A CUT OUT IN O.S.B. ~ ON THE INSIDE TO ALLOW FOR r--iNSULATION TO BE INSTALLED ~~ ~ - 2 x B 45' DIAGONAL ~~ ~.~ BRACE AT wE). (~~CE CUT HOLE IN O.S.B. FOR _" OF ARCH ~. E:~[ 10d POLY-CELL IN THIS AREA \'S ,'-" NAILS AT . D ~ PROVIDE TAPCDN WITHIN 4" MIN. OF BRACE NOllS: CD FILL UNllL AND ALL CELLS ABOVE UNlll. @ SEE FLOOR PLAN FOR ADDIT10NAL INFORMATION. @ VERIFY TI-iA T ALL REINFORCEMENT G) OPENINGS LESS mAN OR EQUAL TO 6'-0" HAS BEEN PLACED PROPERLY. IN W1Dlli DO NOT REQUIRE ADDI1l0NAL SllEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. -- C , ' =- ~IRDER TRUSS SIMPSON -rr-D' HTT16 TYP. ~ 5/8'0 THRU~ ~,c-~X TOP PLATE BOLT ~ ~ ~ - SIMPSON HTT16 j TYP. ~2 X B.U.C '"' TYPICAL l-ITT16 TO BUILT -UF COLUMN DET AILI R \ \31 ~ (1) SIMPSON LSTA14 @ 24" o/e STAGGERED (TYP.) & , . ~ SEE FLOOR PLAN NOTES ~~ ':-- / \ FOR REQUIRED CONNECllON ~ ~ /"'--.- 2-ROWS 16d NAilS STAGGERED @ ~ / '.. . ~/ '-i~~ UfLSE~~cfG~~~DO~ ~6~OoWlc 16d NAILS @ ~ ~ .. ~~OR 2"x10" OR GREATER HEADE:R' ~~;~~yTYP . ~~ . (1\ '\ \ L. DOUBLE HEADER W / 1/2" \:2Y flITCH PLATE U.N.O. (1) 2"x4" CRIPPLE FOR OPENINGS 6'-0" OR LESS & (2) 2" X 4" CFIPPLE I='C5R OPENING 6 -0" OR GREATER ~ \ _~bl)j~E~N~Ag~N9oAS HEADER WI (2) 16d @ 16" O/C UNLESS NOTED OTHERWISE ~L /2"X4" SllJDS TYP. (SEE PLAN FOR REQUIRED CONNECllONS P.T. BOT. PLATE () O.o~ Oo,~ * UPUFT CONNECllONStV1,vQ REQUIRED AT LOAD BEARING WAllS ~~ LOAD BEARING/EXTERIOR ~ WALL l-IEADER DETAIL {Q, SCALE: N.T.S. "-- 52 .J ~ W70m-~T BLOCKl '.I..:~~'.. NOTCH L1NllL \\i11ERE REQUIRED FOR CONCRETE PLACEMENT / ..,..... .~ '., I--~'.' T.d '1 ";:. ~I.' STD. 90' HOOK T" FILL CELL,\ BOND TBEAM \ CONT #5 B~R \ ..J -1- II I I I I : 0:. ~8-16d NAILS o 00 ~ . . · · 5/8ft~x8"" J" BOLT OR 5/8"~ HIL 11 KW1K BOLT II , ~~WI MIN B" EMSEDMENT ~"II ~~'?~~~ ~.\.- _.~ i/~'. - -, -tx BUILT-UP COLUMN ..-- . . . . ',.." :. t. ~ . I'~' : ... o,s' .' .',... . .. ,.,:..,JO . ....... ..... .,".; .:.:...~ '..........: '" /. .'1 A : . .... . ., '.~, .' ' .' .' ',.. :".~ ..4 ..f : I I ~ CONT. #5 :; BAR\ II II STD. 90' .. HOOK", .... ... I . I I I ~ II I -:'\ .:-: I I. I .1 I OPENING II I ~ ~ II ~: II #(0 1B~~E~~0~o~8U~~tJION BOND BEAM STEF DETAIL ~\ SCALE: N.T.S. \!:V' N , 62 J ......-FILLED CELL w/ (1) #5 VERnCAL~ .1 ........... SEE FDN. PLAN FOR LOCATION I I I I I -=- SIMFSON STRONG TIE ~TT16 I , SCALE: N.T.S. TYPICAL FILLED LINTEL A56EM6L Y, G \ SCALE: N.T.S. ',-62 8 ~ SIMPSON STC W/ 3-8d COMMON NAILS r~TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END (24" O.C. MAX) , \ 75/8"-- s" 7 5/~ 8" 7 5/T r" - - TI - - ~Oj':EAS - - - D - - - - - - - - D - f-- SOLID AREAS = - ARE STEEL AND D =/- ARE STEEL AND D / GROUT [] GROUT INTERJOR W\ lii' I ~ SAW CUT TO '0 '/'. ~ ~ r- SAW CUT TO '0 '/'" i' /- FULL B,B,'6 BLOCK 1. - - Q ~ - -DOOR OPENING- - ~ iIJ-- -DOOR OPENING - - Ql.:I.Jt -DOOR OPENING-q, / Iil \ Fill 111IS CAVlTY \\'1111 'Ill \ FIll THIS CAVlTY \\'1111 u1!IJ \ Fill THIS CAVlTY \\'1111 EXTERIOR WALIffi "- GROUT FROM FINISHED LJ \-.- GROUT FROM FINISHED [ ~ GROUT FROM FINISHED D FLOOR GRADE TO D flOOR GRADE TO [IT] FLOOR GRADE TO LINTEL ABOVE. LINTEL ABOVE. LINTEL ABOVE. _~ 0 ________1Dl___+__~ 0 ___ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOI'IN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1'" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WAll AS SHOI'IN. !oil / ~ I' 1/4" MIN. SPACE 2x TOP PLA llJ "" I "-NOll: 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING ;l CAN BE USED IN UEU OF SIMPSON ----" L-- STC STRAP -----/ V 7 - 2x S1lJD @ 24" O.C. MAX. I (f'1ROVlDE HIL 11 X-CF NAILS OR EQUAL @ 12" O.C. STAGGERED FROM BOT. PLA II TO CONCREll 2x P.T. PLAll~ ~~6 W1.4XW1.4 WWf ~ J / OR FIBERMESH I .l_'~ ~ ...._ ~ _ -fr-.~ ~ ~. _ L -.:.. J...:..... .,-j..,... ~ ~ . . . " l ~ TYPICAL INTERIOR NON-BEAR1NG WALL DETAIL( J '\ SCALE: N.lS. \!:V MASONRY LAYOUT SCALE: N.lS. I D , \ 62 I I REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. TYFICAL GARAGE DOOR TRACK MOUNTING DETAIL SCALE: N.T.e. fK\ \!:V REFER TO PAGE SDW2 FOR I ADDITIONAL INFORMATION BY MANUFACTURER. ~ TYFICAL 6ECTION T~RU WINDOW ( E3 \ eCALE: N.T.S. \ 62.J -- W1Dlli OF OPENING VARIES A" '( ~~~~JorCS~L~ ~i~~ ;gR BLOCK WALL ABOVE. 1/2ftX9 1/2" PLYWOO SCRAP MA llRIAL 31 ~ FORM CREA lIS CONCREll RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW FOR WAllR SHED. 2x4 (NOM.) KEEP Sl1FFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS I I SIMPSON META16 (UPLIFT CAP = 1500 LBS) LINTELS AT ENTRY DOOR W/TRANSOM -SIMPSON SIMPSON-, A35 SP2 1 :::): 2X4 STUDS @ 24" O.C. ,!-; 2'-0" A A A' r 1 /2" ~NCHOR BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 2X4 P.T. . SEC110N7 V-PLATE ~ J /~::~ \ I g L sIMPSONi A35 I SIMSPON META 16 I I !! r I I i" MAX. SOLID BLKG. AT TOP - - BliNN. ARCH BLKG. & BUCK ~ -, 1 I I I (9 FRAMING DETAILS ABOVE ENTRY 'FF, NOT TO oCAlE \ S2 J NOT TO 6CALE 2 x B BUCK - CONNECT TO BLOCK WITH r-3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) -;:J" MAX. 3/16" x 3" TAPCONS BLOCK HEADER~ "- 1 X 4 FURRING ~ I' SOLID BLKG. AT TOP BliNN. ARCH BLKG. & BUCK! , I ~ 8d NAILS @ B" O.C. AT BUCK 2 x B VERT. Wi (2) 10d NAILS AT EA. END (4) 10d NAILS INTO / 2 x B BRACE/ BLKG. 1/2" DRYWALL 2 x B 45' DIAGONAL --, ----- ~ 7/16" OSB BRACE(S) ---- ARCH PANEL -- - BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ Bd NAILS / INSTALL WOW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCI-t DETAIL NOT TO SCALE fM\ \:V .. \. 1\..... PROVIDE 2 x B DIAG. BRACE ~ BliNN. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" " , LEAVE A CUT OUT IN O.S.B. )./ ON THE INSIDE TO ALLOW FOR~ INSULATION TO BE INSTALLED 2 x 8 VERT.\, BRACE(S) \ ~ ~ \ 7/16" OSB BUILT UP PLWD. BUCK~ _ _ RCH PANEL SCRIBE (NOTCH) BACKSIDE TO " FIT ARCH CONNECT W/ Bd NAILS "-~ x 4 SOLID BLKG. (FULL WIDTH OF WALLS) / BliNN. OSB ARCH FACES W/ (4) 10d NAILS I THRU OSB INTO 2 x B / START OF ARC 4' MAX. RAD. INSTALL WOW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS / ~ \!:2J .. PROVIDE TAPCON PER WOW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUC~ WITHIN 6" MIN. OF START OF ARCH ARCI-t DETAIL NOT TO 6CALE GARAGE DOOR \ RACK MOUNTING BRACKET ~. (4) 10d NAILS INTO 2 x B BRACE/ BLKG, 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BliNN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x B UPSET WOOD BEAM r (SEE PLAN FOR SIZE) II ~ARAGE DOOR TRACK "\ \ 1\ / ~J.l ~ "'" /.....'. :~. .' ,.'.. :< ~ ~t ~t:<~<:..:.~:..:'. ~':~ POURED CONCRETE BASE FOR l, ~~~S~ ~~kLGA~~8&S6bgR ~8TJef~,,0~B~~~N111~I~H~~SE XND WATER SHED ~ORWARD GARAGE FLOOR. THIS DRAWING. FARTIAL INTERIOR ELEvATION 2x6 MOUNl1NG BASE ~X8X'6 C.M.U. GARAGE DOOR ROLLER :-\ CONNECTION ASSEMBLY TR~t~kG~lrw8rWN OF /fl (THIS IS A RECOMENDA 11 ON FOR CONSTRUC110N OF TI-ilS FORM. ANY MA llR1AL OR CONSTRUC110N METI-iOD MAY BE USED PROVIDED END PRODUCT MEETS lliE SHAPE AND DIMENSIONS OF TI-ilS DRA\"I1NG,) 11 I I GARAGE ENi'RY FORM DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN PosmON I ~ " ~ ....:<.,.::rGARAGE FLOOR z::. :,'. .... - '-.;'" ," ., .,' '.' .: ~ . . . ".\: : .;.. . TRANSOM OPENING I 7'-4" A.F.(. PRECASX REC SS LI N TEL \ FI LLED #5 REB~ '" DOOR OPENING I SCALE: N.T.S. I MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL BELOW I # SEAT FOR BLOCK IS ~ POURED IN PLACE CONCRETE~ I".... GARAGE FLOOR SLAB~ ~ ~~~w~~~,rf.HNOTES ~ SLOPE FORWARD . FOR DRAINAGE ~ ~ MOUNTING BA6E DETAIL SCALE: N.T.S. o SAMUEL A. GREENBERG, P E. -:34245 D n-lUY I-t ~U'YNH P E. #60122 D IRWIN J. BENSON, FE. -4~lS8 D All ABBAS ~AKIM, P.E. 115b18b I I IEE\ \:V .' TO Tl-lE eEST Of= THE ENQINEER'5 KNOUJLEDaE AND eELIEF, THE 5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPL Y WIT~ Tl-lE FLORIDA 6UILDINQ CODE, 5ECTION 16"'6 FOR 12'" MPl-l 3 5ECOND QU5T, EXP05URE 'e' WIND ZONE (2"'~1 EDITION). Tl-l15 DRAWINa AND DE51aN 15 VALID FOR 12 MONT~S AFTER Tl-lE DATE IT 15 6fQNED AND 5EALEO. 51aNED AND 5EALED FOR Tl-lE 5TRUCTURAL PORTION OF Tl-lIS DRAWINQ ONLY. SEE PLAN FOR FOOTING DIMENSIONS .. .; ~ ~ SECTION B-B GARAGE ENTRY FINI6l-1ED MASONRY DETAIL I SCALE: N.T.S. , ~ 62.J --=-- 2'-0' t-\"\ \ rr PROVIDE (2) MIN. TAPCON AT EA. SIDE / BUCK - (1) WITHIN I<: 4" MIN. OF START ~ OF ARCH ~ J rt I r D E DAN5CO ENGINEERING, FA. p.o" BOX ~ - APOLLO BEACl4 - FLORIDA - 33512 ~ - (813) 645 tZ>166 FAX - (813) 645 ~<e& e6 Al:.tA\ f(;\ 111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND 111E .,..., "'" ~ CUENT ON 1111S PROJECT. ANY REPRODUCTION OR UNAU1110RlZED USE IS PROHIBI1ED. - 2003 " ffi REV1SED 08-15-03 ill CREATED 01-02-02 120 MPH 3 SEC. GUST 6EAL "\ 5CAl.E NOTED DATE 12/12/02 TAMPA Dlv161a-l LENNAR ~OMEe 5TART Cf ARC 4' MAX. RAP. DRAU.N e.v. N:/BLOCKS/STD 2001 EQUAL EQUAL oJ '1 eECTION5, DeT AILe, NOTee "- DE JOB NO. FM - 5021 62 \.... ~ /BACKNAIL wi (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEAll-iING DETAIL .IN\> / r2"X4" OUTLOOKER@24"O.C. / / (OPllONAL - SEE ELEVAllONS) " ~ ./ 1-. ' DI / //~ r\. r'\ I SIMPSON H10 OR EQUAL I "' / @ EA. OUTLOOKER TOP CORD BLOCKIN~FOR FIRST FOUR ROWS- / ~DOUBLE TOP PLATE OF "TRUSSES 0 EDG S OF SHEA THING TYPICAL II" " / / 4" MAX.I 2"x4" CROSS BRACE ;} AT RIDGE FASTENED APPLY 3 LAYERS W/ TOTAL THICKNESS 7/S" AT EACH JOINT WI O~R METAL LATH. F1RST 2 }AYERS 3/S" -t---...... ~ (2) 10dx3" THICK EACH. 3RD LAYER 1/8 THICK. ~ AX6 FRAMED WALL - SEE V / WALL SECllON FOR SPACING ~ .----1/2" CDX PLYWOOD OR 7/16" 2"x4" PANEL BLO( KING @ 48" O.C. / OSS SHEATI1ING ATTACHED WI 10d FOR ll-iE FIRST.0 ROV:S OF TRUSSES . ~ NAILS @ 6" O.C. EDGES AND 12" O.C. FROM EA. END I 1 P. TOP & BOTTOM FIELD ATTACHED wi (2) 11id TOENAILS ~(2) 16d NAILS , ~ Da I I I I 1 ~1~ ~2"x4" BLOCKING 5/8" OR 1/2" CEILING DENSE../ -1 \ 2"x4" "T" ON TOP OF PANEL GYPSUM WALL BOARD FASTENED I I, ~BLOCKING, FASTEN 'MTH 'MTH 8d COOLER NAILS OR 1 1/4" LONG , 10dx3" @ 4" O/C DRYWALL SCREWS COMPLYING 'MTH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL 7/8" STUCCO FiNISH PER ASnA C. 926 APPl Y 3 LA YERS WI TO TAL THICKNESS 7/s" O~R METAL LATH. FIRST 2 }AYERS 3/S" THICK EACH. 3RD LAYER l/S 111ICK. ~SIMPSOt'- H10 OR EQUAL @ EA. C UTLOOKER 24' MAx. I' r"L" BRACE TO EXTEND AT LEAST I 90% OF WEB LENGTH (SEE TABLE) 2"x6" P.T. SILLl i I ~ABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O,C. I / 1/2" COX PLYWOOD OR 7/16" OSS FOR THE FIRST 8'-0" OF END WALL ~ I ~ SHEATI1ING ATTACHED wi 10d NAILS @ 6" O.C. FROM EA. END TYP. BOTIOM CORD I EDGES AND 12" O.C. FIELD ATIACHE~, W/ (2) )6;d TOENAILS \ 10dx3"@ 3" O/C THROUGH D(I I.' I / I 'I I 1'\..~ /CHORD INTO 2"x6" P.T. PLATE 2"x4" "T" ON TOP OF PANEL / ,j (f:. ~ ~I BLOCKING, FASTEN WlrHJ !.--, 10dX3"@4"0/Ct T ~;MOISTURE BARRIER 5/8" OR 1/2" CEILING DENSE L~ GYPSUM WALL BOARD FASTENED / SIM~SO~ META20 OR EQUAL 'MTH 8d COOLER NAILS OR 1 1/4" LONG -L ~ - @ 4 -0 O.C. TYPICAL DRYWALL SCREWS COMPLYING 'MTH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL SEE STRUCTURAL NOTES AND NAILING; \ SCHEDULE FOR SHEATHING DETAIL I {.- DN. X -r,r r rr ,:';. IT TOP CORD BLOCKI G FOR FIRST FOUR ROWS OF TRUSSES@ EDGES vO~F S~HEATHING TYPICAL 2"x4" CROSS BRACE .II A T RIDGE FASTENED AT EACH JOINT WI " (2) 10dx3" / TOENAIL W/ (2) 16d NAILS / r2"x4" OUTLOOKER @ 24" O.C. D(I j ."F- Y'! IK ,'- ,I ~ ~ / <~ I ~ f ~ 2~'_~' MAx .- "X" BRACE SEE 11 DET. J /S3 I 2~'-~' MAx ., r~ONllNUOUS BOTTOM COR BRACING / ~"X4" MIN. (SEE DETAIL M S3) END JACK .. :1) ~k I (j UJ (j UJ 11'-~' MAx. 2) 16d PER JOINT ~---:- ,x - <C ~:::!: --.- o :z w ~x~. ,<C ~:::!: ~ , ~ ~ , ~ ~ , ~ ~ I ~ Q , ~ ~x . ~<C~ 't,:::!:1- .. ..... ~MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCA llONS) "'" ~ ~ Q---:- ,x - <C ~:::!: --.- ---- , .. o :z w 0.. :c "". / t:>k t>k ____w -I OJ <C o 0:: w o 0:: (3 Q I ,'10 ~ Of- CORNER JAC .. ;, u .. M 'l>f ~ ~ONllNUOUS BOTTOM CORD BRACING l"x4" MIN. / / / Q---:- ,x - <C ~:::!: --.- ---- ----- t:>k b( (j ill IT--- .. .. ..~ , (j ill 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) CRoee BRACING DETAIL SCALE: N.T.S. .-=-. I J '\ \!:V NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDIllONAL PERMANENT BRACING ll1AT MAY BE REQUIRED 2) "T" BRACING MAYBE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF ll1E WEB. ~TOP & BOTTOM CORD GABLE END BRACING @ 4'-0" a.c. MAX. FOR FIRST (4) ROWS OF TRUSSES - UPLIFT CONNECTIONS - HIP FRAMING SCALE: N.T.S. (;\ ~ 1/2"~ ANCHOR BOLT @ 48" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2"~ PLATE WASHER SECTION SCALE: N.T.S. f1\ \!:V REQUIRED MINIMUM PERMANENT TRUee BRACING PLAN I L \ AS PER HIS 91 SCALE: N.T.S. ~ * 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 SEE STRUCTURAL NOTES AND NAiliNG SCHEDULE FOR SHEATHING DETAIL \ (BACKNAIL \ WI (2) 16d NAILS \ r2"x4" OUTLOOKER @ 24" O/C 7/S" STUCCO FINISH PER ASTM C. 926 . APPLY 3 LAYERS W / TOTAL THICKNESS 7 /8"_________ ~ ~. ./ DQ O~R METAL LATH. F1RST 2 }AYERS 3/8" ---------I , Jd ~, I 1111CK EACH. 3RD LAYER l/S THICK. 17 TOP OR B~KING FOR FIRST FOU R ~ I IMPSON H10 OR EQUAL OF "TRUSS S EDGES OF SHEATI1ING TYPICAL I @ EA. OUTLOOKER ;~x~Dg~o~;S~~~ I ?4" MAX} AT EACH JOINT WI I Ir"L" BRACE TO EXTEND AT LEAST (2) 10dx3" - } 90% OF 'NEB LENGTH (SEE TABLE) I I ~ABLE TRUSS I V _1/2" COX PLYWOOD OR 7/16" I VOSB SHEATI1ING ATTACHED WI lOd NAILS @ 6" O.C. EDGES AND 12" O.C. I FIELD I /(2) 16d NAILS / rSIMPSON HGA10 @ 36" O.C. Ti"X4" "T" ON TOP OF PANEL T T\: 7" BLOCKING, FASTEN 'MTH 10dx3" @ 4" O/C TUD WALL (SEE TYP. SEC,) ~I 2x4 "T" BLOCKING 2 ,,~~ x4 BLOCKING @ 48 O.C.~ !~ "L" BRACE i'}- I ~ 16d ATTACHED wi 10d NAILS .-~ ,.- @ 4" O.C. TYPICAL - -----.::::::: I\- .1 I V 1'1- ....... .-/ .-/ ....... GABLE TRUSS WEe-! DOUBLE 'L I BRACING DETAIL ~ .... . NAIL lJ7 ,....." 'II: .A r ~ ~ "'k-' {$.) PRE-ENGINEERE~ . WOOD TRUSSES \ OVERLAP TR005 eR.t.cING AT LEAST "TWO TRUSS SPACES . ....~~ G.) ~""" . I SCALE: N.T.S. tS\ \!:V ~~ + fr (3) 2" x 4" LAMINATIONS W/ (1) ROW OF STAGGERED 30d COMMON 'MRE NAILS (D = 0.207", L = 4 1/2") OR EQUAL 2"x4" PANEL LOCKING @ 48 FOR THE FIRST (4) ROWS OF TRU FROM EA. END TYP. TOP & BOTTO ATTACH~DIII (2) 16-d TOEnAILS f Dl1I I T ..,- r 5/8" OR 1/2" CEILING DENSE../ GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG - DRYWALL SCREWS COMPLYING 'MTH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL ~ , ~'NIMUM (2) 16d PER JOIN:\ ' r ~INIMUM 2"x4" TRUSS BRACING 1.1 ~ TRuse BRACING OVERLAP DETAIL SCALE: N.T.S. j , M , S3 f 2x4 "T" BLOCKING ~ 2x4 BLOCKING @ 48" O.C.~~ "L" BRACE 1- : v- 16d ATTACHED Wi 10d NAILS ~ i~ @ 4" O.C. TYPICAL'-....... V X i ~.. ^ .......... ../ .-/ .......... 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 LAMINAllON 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ~ TYPICAL NAILING eC~EDULE5 FOR BUILT -UP COLUMN5 ( 8 , SCALE: !\I.T.o. .~ 4) FOR 4-PL Y, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 5) FOR 5-PL Y, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 6) REFER TO NDS SECllON 15.3 FOR ADDIllONAL INFORMAllON ..=-. SIMPSON SP2 @ EACH STUD -===- DBL S.P.F.TOP PLATE SINGLE ILl BRACING DETAIL SCALE: N.T.S. 4 , 6 \ S3 f SCALE: N.T.&. (4'\ ~r "'=' SECTfON ~ T (TOENAIL W/ (2) 16d NAILS 10dx3" O/C @ 6" O/C TYPICAL It 4" OUTLOOKER @ 24" O.C. I wi (2) 10d PER JOINT I D(I ~,. RUNNERS ~ ~;/ 7~~/ ~II v...... ABLE TRUSS I rS\ ~ "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE ND LOCAllON) ~"' ~ ~~ ~ ~;/ 12 ?7~V ......./ .... ~ I ABLE TRUSS ~ ~ ~ v~ "L" BRACE WI 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) IL I 6RACING REQUIRE~1ENTe I (;;\ ~ (;;\ ~ " '~~~ 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 ~ - - I I 12" MAX. I I I --f - '~ :::::::::::::::::::::r::::::::::::::::::::: a:::::::::: :::::::::::::::::::::::: :::::::::::::::::::::::l:::::::::::::::::::::::~:::::::::::::::::::::::~::::::::::::::::::::::::lt:::::::::::::::::::::::: :::::::::::::::::::::::l::::::::::::::::::::::: :::::::::::::::::::::::~:::::::::::: I II J \ II II ~ I II II I II I P I I '"\~;ONT'BEARI~G' I , I , I, ~ I I ,I " ~ .~ '~ ~ -n r "" 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 1 Odx3" NAILS @ 4" O/C. ~ r r r II ~~T ~~DBL TIW ~: ~ ti ~ '-STUDS @ 16" O.C. SIMPSON HGA 10 t-1 I ALTERNATE NON-DROF GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR 'MND SPEED SPECIFICATION SIMPSON SP2 @ EACH STUD SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HElGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. D &AMUEL A. GREENBERG, FE. #34245 D T~UY H ~UYN~, P.E. .~0122 D IRWIN J. BEN&ON, P E. #491:;8 D ALl ABBA& ~AKIM, PE. 1lS~18~ L. I: - l ~~ 2X4 LEDGER ,~~ I I~I~" 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCA 1l0N ATTACHED w/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITI1ER TOP OR BOTTOM OF TI1E BOTTOM CORD) SEE STRUCTURAL NOTES AND NAILING \ (BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL r2"x4" OUTI.OOKER @ 24" O.C. 1 D(I DQ'. " f D(I I " II V5. :t 1 ~SIMPSON H2.5 OR EQUAL TOP CORD BLOCKING FOR FIRST FOUR RO -f @ EA. OUTI.OOKER OF TRUSSES f EDGES OF SHEATI1INl TYPICAL 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 >f/ ~-t AT RIDGE FASTENED I r"L" BRACE TO EXTEND AT LEAST AT EACH JOINT WI } 90% OF WEB LENGTH (SEE TABLE) II (2) 10dx3" I /~~~MS~~D~~R~ BtO~~ING 1 Da .', ~ . .(:~/ABLE TRUSS ~YPSUM WALL BOARD~ J I r .......-1/2" CDX PLYWOOD OR 7/16" ass 2"x4" LEDGE (MATCH BOTTO V SHEATI1ING ATTACHED WI 10d NAILS @ 6" O.C. CHORD SLO OF ADJACENT I EDGES AND 12" O.C. FIELD SCISSOR SS) ~OISTURE BARRIER 2"x4" PANEL BLOCKING @ 48" O.C. ~!!=: ./ ... FOR THE FIRST (4) ROWS OF TRUSSES n: SIMPSON HETA20 OR EQUAL FROM EA. END TYP. BOTTOM CORD I -I [:J:!; @ 6'-0" O.C. TYPICAL ATIACHED W/ (2) 16-d TOENAILS )C. 2"x6" P.T. SILL..../ /TT ALTERNATE SIMPSON LSTA18 1/2"~ ANCHOR BOLT @ 48" o.c.J I I STRAIGHT STRAP @ 4'-0" O/C ~ ~ ALIGNED WITH GABLE WEB. "\ ATIACH TO TRUSS W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. -1 GABLE TRUSS , I <? /TRUSS VERTICAL ~ = = ~:- = : (2) 2"x8" "L" BRACE FASTENED '.J " WITH (3) 16d PER SIDE " DIAPHRAGM BLOCKING _I-@ 48" Ole ffi REVISED 08-15-03 & CREATED 01-02-02 r TO THE BE&T OF THE ENGINEER'& KNO.I.JLED6E AND BELIEF, THE &TRUCTURAL PLAN& AND &PECIFICATION& COMPL"T'" WITH THE FLORIDA 6UILDINU CODE, &ECTION lbiZ'b FOR 12" MPH .3 &ECOND 6U&T, EXPOOURE 'e' WIND ZONE (2"~1 EDITION). THI& DRAWINGs AND DE&IGN 1& VAllO I=OR 12 MONTHS AFTER THE DATE IT 1& &IGNED AND &EALED. &IUNED AND &EALED FOR THE &TRUCTURAL PORTION OF THI& DRAWING ONL "T"'. ~ ::) ..: lI:l I) ~ :;) :2 C ~ 12 ~~ ~ rOUBLE TOP PLATE 7 I MAX. ~?1~ M~ ~~ SCISSOR TRUSS' :;) r) or ~ :D I) :;I v-- ~::: ~ _______________ ~ --------------- -..: -- ~ -- ~MPSON lSTA" TIP. ~~ ~~ r--.. ~ r--.. ~> r--.. t-- t-- t-----. ,~~~ I ~COSMEllC DROP CEILING FRAMING eCleeOR GABLE "TI BRACE AS PER HIB 91 SCALE: N.T.e,. (1\, S3 r - 120 MPH 3 SEe, GUST DAN5CO ENGINEERING, PAil p.o. sox 3~ - APOLLO eEAa4 - FLORIDA - 33&12 ~ - (813) 64& tt>166 FAX - (813) 64& ~~ E6 4& ltt> fC\ 111ESE DRA~NGS AND DESIGNS ARE 111E JOINT PROPERTY Of DANSCO ENGINEERING, PA AND 111E ~ CUENT ON 1111S PRO-l:CT. ANY REPRODUCnON OR UNAU1110RIZED USE IS PROHI81lED - 2003 DE ~ > I) ~ ~ oJ ~ . L. I: ~ lO ..: :;I lO L. , - - I) SCALE: N.T.S. (;\ \!:V 6EAL~ \ ecAl.E NOTED DATE II2/tt>2 TRU55 6RACING DET All.5 AND NOTE5 LENNAR ~OME5 - TUOS @ 16" O.C. SCISSOR TRUSS WI DROP CEILING BRACING DETAIL MEAN WALL HElGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR 'MND SPEED SPECIFICATION 6CALE~ NT6 TAMPA DIVISION DRAUN SoY. N:/BLOCKS/STD 2001 J: I) I: D D g - I) ., :::II >> :D :) 1- C WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR 'MND SPEED SPECIFICATION SCALE: N.T.S. SECTION "- \... DE JOB NO. PM - 5021 63 ..I FIGURE I: FLASHING INSTALLATION ASPHALT SEALANT: EXTEND MIN, OF 6" OUTSIDE OF FLASHING VALL SHEATHING ~ RICKET AS SPECIFIED BY PLAN FLASHING INST ALLA TfON W'HERE ROOF MEETS VERTICAL W'ALL GAL V, MTL, 'L' FLASHING ROOF SHINGLES ROOF CRICKET: MIN: 3:12 SLOPE <REQUIRED AT ALL LEVEL V ALLEY LOCA TIONS) VERTICAL W'ALL AT ENTRY TEXTUREDi PAINTED EXTER, W'FlLL FINISH 6' X 181 H GAL V, FLASHING CONT. PLASTER STOP. ROOF SHINGLES ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEW'ALL 6' X 18' H GAL V, FLASHING CONT, L:I Z -. I (/) <[ -.J u... I- Ck: W > .. ~ SEALANT ELASHING ~ OOFING FELT NOTE: THIS DETAIL IS REQUIRED A T ALL VERTICAL \:I ALL INTERSECTIONS \:11TH ROOF V ALLEYS ~ ROOF CRICKETS, FIGURE 2: WALL FINISH ELASHING I2ETAtL AT CRICKET/KNEEWALL INTERQECTION FILEREF: <SD4)KNGSTN,FLSHDET ISD (NO SCALE) TEXTURED; PAINTED EXTERIOR \:I ALL FINISH HOLD EXTERIOR FINISH 2" ABOVE ROOF FLASHING FROFER IN6TALLATION MAX. 8" . 115 REBAR (TYP.) . . STD. 90' HOOK (TYP.) i'" ) ,. AIL SHINGLES IJ 1 11 DR 12 GAUGE ROOFING NAILS, 3/8' MIN HEADS, 6 PER SHINGLE, CAULKING NOTCH WEB AT THE FIRST 2 COURSES i5 \lee\( ROO~ FILLED CELL PER FOUNDA TlON PLAN . 61 HIGH DIVERTER a.. FLASHING ::E: >- ..a -"C ut CD -0 0 .... ::I -< to- o - ~ ~ ~ ~ a) CD () - > CD -0 N - -' ~ I a.. ::E: -0 "- as -"C () as a.. I .... .... CD :.= CD ::E: CSt CSt cD .... CD .., c: a a) Q) 0 a.. :J:: ~~ ~~ ~~ ~~ ~~ ~~ UNACCEFTABLE IN6TALLTION " DO NOT DO TI-I15 " , 115 REBAR (TYP.),' " .,' , "fm. 90' HOOK (TYP.) 4 6 TO 12' PER PLAN SPEC'S, Cut 2' (50 ,~~) ~~l~ V~gwer DRILL '4 'X&' MIN. OOLE &eT 6AR IN EPOXY CAP TO PREVENT LEAKAGE lISX6' EMBEDDED INTO EXI5TING U-6L.OCK L.INTEl.. FILL CELL RJLL l-4EIGHT WI NON-5HRINK GROUT S'0\(\fd\~S d \'0e c.y..e 0;'(\ (\3 t'l-\e'(\'0e f \ \1 c: \s o\jef s c.'()?~ e()~e'jl t.,l ec.\je, ~ ()f~"()ov\ '9 \'\ '), ' Of C. 0 ()f' \'\ e()' \~ f\ v~ \'\~') I Ij.SelJo' ~\:()~e ,S NOTE: IF RETROFIT FILLED CELL OR UPLIFT STRAP CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAl.. INSTRUCTION. SHINGLE DETAIL " " " , ~~ ~ NOTCH W& 4 FIRST COURSE ~~ ~~ ~~ GAL V, 'L' FLASHING TYPICAL >- a::: :z: o (/) 4: ::!: lJ.. o W U 4: u... I- ::> u 3: 4:. (/) EXI5TING U-6LOCK WillIS CONT. DDFING FEL T SECTION ecAI..E: NT5 CD PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI - DADE COUNTY, FLORIDA FILLED CELL INSTALLATION SCALE: N.T.S. 4":1: eAIJ)CUT N.T.S. (4) &D5 1'4 'Xl'I'2' PRODUC T ACCEPTANCE it EXPIRATION DAlC, FIREHALT 2000 01-0503.03 06 I 14 I 2006 FlREHAL 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 3 D E DAN5CO ENGINEEIRING, FA. p.o. eox ~ - APOLLO eEACU - FLORIDA - 33&12 ~ - (813) 645 0166 FAX - (813) 64& ~~ e6 4610 @THESE DRA'MNGS AND DESIGNS ARE THE JOiNT PROPERTY OF DANSCO ENGINEERING, PA AND THE CUENT ON THiS PROJECT ANY REPRODUCTlON OR UNAUTHORIZED USE IS PROHIBI1ID. - 2003 *5X6' EMeEDDED INTO EXISTING FOOTING MAUFACTURER - G S ROOFING PRODUCTS COMPANY, INC. D SAMUEL A. GREENBERG, PE. #34245 D T~UY ~. ~UYNH P.E. ~60122 D IRWIN J. BENSON, P.E. -49158 D All ABBAS HAKIM, P.E. lI5b18b UPLIFT CAPAClrr . !)~ FOR I STRAP . 1~ FOR 2 &TRAP5 EXI5TING FOOTING l-PL"" PRE-ENG:INEERED TRU55 FIGU 3: CO T~ &IMPeON HM~ eTRAP N.T.e. RETROFIT FILLED CELL DETAIL N.T~. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL FLANS AND SPECIFICATIONS COMFL Y LUIT14 THE FLORIDA 6UILDING CODE, 5ECTION l~"~ FOR 12" MF14 3 SECOND GUST, EXFOOURE 'B' WIND lONE (2l2'l2' I EDITfON). THI& DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 1& SIGNED AND SEALED. SIGNED AND 5EALED FOR THE STRUCTURAL FORTION OF T14IS DRAWING ONLY. LENNAR ~OMEe FLASHING INSTALLATION eCALE NOTEO DATE 21.21/02 TAMPA OlVl61GN D~ B.V. N:/BlOCKS/STD 2001 FRAMING CONNECTIONe 1il EXT. WALLe DE JOB NO. PM - :;~21 63.1 SCISSOR TRUSS I- Z 6 ~ I I ,/ / , / / / / 1/4" TO 1 /2" GAP BETWEEN / / / / TOP PLATE & TRUSS / / / / <=X // ~ SIMPSON A44 W/ 8- 10d @ 48" O.C. :t<[ ~ ~ WOOD FRAME EXT. WALL .. ~ SIMPSON SP2 @ EVERY OTHER STUD ~J ~t ::~" / / ~'< ;/'~/ X<"'/: /' 2" x 4" RAT RUN BRACING@ " ,,/',/ /,24" O.C. ON TOP OF BOTTOM ,/,/ /'~ "" CHORD FOR (4) TRUSS SPANS /' /' ,/ ,/ " " i' A TT A C H ED W / 2 - 1 6 d @ EA C C ,/ ,/,/ /V" TRUSS JOINT /' ,/ i' "- ,/ "" /' '- 2" x 4" BLOCKING END NAILED /" IVV' W/ 2-16d @ 24" O.C. (MAX.) I II .- IJ\ l>I<L~ -><- ~ ---------- 2" x 4" BLOCKING (TURNED ( FLAT) NAILED TO TOP PLATE t W/ 5-10d NAILS REFER TO SECTION 1 A ON SHEET S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION ~ ~/ SCISSOR TRUSS REFER TO SECTION 1 A ON SHEET S5 FOR X-BRACING, AND TOP ) CHORD BLOCKING INFORMATION SCISSOR TRUSS IY ~ o o o o ~ ....J 0- 0- <( -I 1/4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS ;--; --1~ H< ------ SIMPSON A44 W/ 8- ~ I~ 10d @ EACH TRUSS L ~ ~~ WOOD FRAME EXT. WALL ~--- SIMPSON SP2 @ " EVERY OTH ER STU D .........-- !--- 1/2" NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS @ 4" O.C. BOUNDARIES, 6" O.C. ~ EDGES, & 12" O.C. FIELD ~ ~ 2x8 STUDS AT 16" O.C. " MASONRY WALL (DESIGNED AS CANTILEVERED)- f'..- V SIMPSON SP1 @ ...- --\} /" EVERY OTH ER STU D 1:-: V K.O. BLOCK W/ (1) -l~ t- #5 CONT. & FILLED r-ti J!I!I ~ = ~ 1/2" DIA. x 8" "J" BOLT @ ~ = 48" O.C. W/ 2" DIA. x 3/16" I- I- PLATE WASHER (TYPICAL) r ~_ I- ~ ~ 1" x 2" P.T. FURRING STRIP - - - - - - - - - - ~ WOOD FRAME EXT. WALL ~ SIMPSON SP2 @ ~ EVERY OTHER STUD Lr ~'- 2x8 STUDS AT 16" O.C. /' x"-- 1 /2" NOMINAL PLYWOOD OR /' rr :i O;,S.B. NAILED W/ 8d N~ILS @ / b 4 O.C. BOUNDARIES, 6 O.C. '. ~ EDGES. & 12" O.C. FIELD SIMPSON SP1 @ EVERY OTHER STUD ".. X <C :::!: .,.. 1/2" NOMINAL PLYWOOD OR O.S.B.---------- NAILED W/ 8d NAILS @ 4" O.C. tv-- v BOUNDARIES, 6" O.C. EDGES, ---\j & 12" O.C. FIELD . o I in "'- 2x8 STUDS AT 16" O.C. ~ - SIMPSON SP1 @ ...- ---\j / ~ EVERY OTHER STUD .. _____- K.O. BLOCK W/ (1) :> ---------, #5 CONT. & FILLED -It-~ ---i.'1 ~ ~ = = I ~ 1/2" DIA. x 8" "J" BOLT @ = = 48" O.C. W/ 2" DIA. x 3/16" I- - PLATE WASHER (TYPICAL) I- - ~ ~ ~ ~ 1" x 2" P.T. FURRING STRIP r- - - - - - - - - - H I- -l ~ I-ti ~ t- t- t- t- l- I- l- I- - - - - K.O. BLOCK W/ (1) #5 CONT. & FILLED MASONRY WALL (DESIGNED AS - - - - CANTILEVERED) ------- r- l- I- l- t- - - - l- I- 1/2" DIA. x 8" "J" BOLT @ 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) - - I- - I- - I- - El{t:;v t- l- t- l- t- l- t- I- Ei{ t:; -- 1" x 2" P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED)- l- I- - I- - - - - NON-BEARING E><T. KNEE-WALL, B l SCALE: 3/4' = 1'-0" 5S I .==. S~yV NON-BEARING E><T. KNEE-WALL I SCALE: 3/4' = 1'-0' , C , 5S J .-=- NON-BEARING EXT. KNEE-WALL II" A \ SCALE: 3/4' = 1'-0" 6S I x r2X4 OUTLOOKER @ 24" O.C. , M /" '- --~ " /~ " ;/ / V WOOD TRUSSES SIMPSON A34 CONNECTOR ,.:>"K r r-2x4 R,~T RUN BRACING W/4-8d x 1 1\2" INTO BLOCKING~ ?/>--",,-"'JV AT 24 O.C. ON TOP OF () /" /" TO " ,/ " B 0 IT. C H 0 R D FOR 4 & 2 3 16 x1 3 4 TAPCONS IN ^" / TRUSS SPANS ATTACHED PRECAST (NOTE: MAINTAIN MIN. '" W/ 2 - 16d AT EA. TRUSS 1 7/8" EDGE DIST. ON PRECAST) IX .,,~' ~ 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 rx .::;,;;, I------ 2 x 4 @ 24" O.C. \'V r.:1 t---- 2 x 4 NON-STRUCTURAL II' ~':I ~ FRAME KNEEWALL / · ~ ~ 2 x 4 P .T. " ""- MOISTURE BARRIER , ~BOND BEAM I>- MASONRY WALL ~ 4.2R INSULATION 2 x 4 PANEL BLOCKING @ 48" O.C. --1 ATTACHED W / (2) 16d TOENAILS INTO BOTTOM CHORD, r-450MIN Xo~ "- X \ ~~ ~ / ~ i ~TOP CORD BLOCKING FOR FIRST FOUR ROWS J '--- ~~~ ~ OF TRUSSES@EDGESOFSHEATHINGTYPICAL TOENAIL W / (2) 16d NAILS 2 x 4 "T" ON TOP OF PANEL ~ II ~ rrBLOCKING' FASTEN WITH .......,.- I I ~ ~ I I I I I 10d x 3" @ 4" O/C Xy;--' , N 'I ' , ~ '/~ '---4soMIN ~~ CEILING - ~ '" X RIDGE ~ :..... 2 x 6 P.T INTERIOR HIP VAULT; ~ SILL 6: 12 SLOPE CENTER r- AND 3: 12 SLOPE SLIDES. IX ~ SIMPSON H 10 OR EQUAL, @ EA. OUTLOOKER \ X IL I BRACING REQUlREMENT5 24' MAX 1$ " 1.....--1/2" COX PLYWOOD OR 7/16" OSB I", v SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. ~ EDGES AND 12" O.C. FIELD , , .,....--GABLE TRUSS :$ I V-"L" BRACE TO EXTEND AT LEAST Y 90% OF WEB LENGTH (SEE TABLE BELOW) j'$ , I ....~ I r 10d x 3" @ 3" O/C THROUGH V CHORD INTO 2" x 6" P.T. PLATE :--.... 1 ___ PLACE SHEATHING GYPSUM WALL BOARD FASTENED . <.""- FLUSH W/ MASONRY. WITH 8d COOLER NAILS OR 1 1/4" I ~.~:'. LONG DRYWALL SCREWS COMPLYING /r'U \. 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 ",7 WOOD TRUSSES 8d @ 6"0/C j/ 2 x 4 BLOCKiNG W/(2) 10d TOE /NAILS @ EACH END @ 24" O/C (TYP) r,BRACING W/(3) 10d x 3" / @ EACH CONN. @ 24" O/C X\.' IX 1< 2 x 4 CROSS BRACE AT RIDGE FASTENED AT EACH JOINT W/ (2) 10d x 3" I'" ... SIMPSON A34 W/4-8d x 1 1/2" INTO BLOCKING & (2) 3/16" DIA. x 1 3/4" TAPCONS INTO BOND BEAM.(1 7/8" EDGE DIST MIN.) EXT. WALL CONN. ~ NON - LOAD BEARING LOCATION I REFER TO DETAil A/51 FOR MORE iNFO. SCALE: 3/4' = 1'-0' , D , 6S , 5/8" OR 1/2" CEILING DENSE 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" SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPl', SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WI TH 10dx3" NAILS @ 4" a/c. D SAMUEL A. GREENBERG, P E. ~4245 D T~Ul ~. ~UYNH PE. ~0122 D IRWIN J. BENSON, P.E. #4~158 I D ALl ABBAS ~AKIM, PE. 41S6186 r I ~ AL T. E><T. WALL CONN. ~ ~ NON - LOAD BEARING LOCATION I E 1 REFER TO DETAil A/51 FOR MORE INFO. N.T.S. , 5S J GABLE END DETAIL AT l-iIP VAULT j SCALE: N.T.S. F 5~ 1\ Ir ffi CREATED 01-02-02 120 MPH 3 SEC. GUST D E DAN5CO ENGINEERING, FA" p.o. eox 3400 - APOLL.O 6EACI-I - FL.~IDA - 33&12 PI-fONE - (813) 645 12)166 FAX - (813) 645 ~~ eB ..tal'" t'(;\ THESE DRAWlNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE '"'t';iI' u ~CUENT ON THIS PROJECT ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBI1ED. - 2003 "' =- --= TO THE eE5T OF THE EN6INEER'5 KNOWLEDGE AND eELIEF, TI4E 5TRUCTURAL PLANe AND 5FECIFICATION5 COMPLY WITH THE FLORIDA 6UILDING CODE, ~CTION 16~6 !=OR 12~ t1PH 3 5ECOND ~i, EXP05URE "e' WIND ZONE (2~~1 EDITION). THI5 DRAWING AND DE51GN 15 VALID FOR 12 MONTH5 AFTER THE DATE IT IS SIGNED AND SEALED. SIG-IED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. &I!AL. '\ 5CAL.E NOTeD DATE 1/2/02 LENNA~ ~OMEe T.6MPA DlylSION D~ B.V. N:/BLOCKS/STD 2001 I ~ FRAMfNG CONNECTfON6 '6) eXT. WALLe \. DE JOB NO. PM - 5021 6!; ~ SEE STRUCTURAL NOTES AND NAILING SCHEDULE I FOR SHEATHING DETAIL ~ t Jt~ ta3 TOP ~ORD I~LOC'~ FOR FIRST )OLR ROWS OF TRUSSES @ EDGES~~OF~SHEA Tl-JI,NG TYPICAL 2x4 CROSS BRACE @ 48" D.C @ EACH JOINT W /(2) 10dx3" " )p /TOENAIL W/ (2) 16d NAILS / r2x4 OUTLOOKER @ 24" O.C. " "1'1 ta3 1 1 ~SIMPSO H10 OR EQUAL @ EA. UTLOOKER '41 MAX. _______"L" BRACE TO EXTEND AT LEAST X ~ 90% OF WEB LENGTH (SEE TABLE ON SHEET ~ S3) ATIACHED W/10d NAILS @ 4" O.C. ~ ~ I (() SEE STRUC1URAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ~ t Jt~ M I 11.'- II / TOP CORD BLOCKING FOR FlRST FOUR ROWS J OF TRUSSES @ EDGES, ,AiING TYPICAL 2x4 CROSS BRACE ~"'!I @ 48" O.C @ EACH JOINT " W/(2) 10dx3" il; / TOENAIL W/ (2) 16d NAILS r2x4 OUTLOOKER @ 24" O.C. M ~'- SIMPSON H10 OR EQUAL I @ EA. OUTLOOKER I I I I I I ~VERllCAL WEBS @ GABLE END 2x4 PANEL BLOCKING @ 48" O.C. ~ I ...--1/2" COX PLYWOOD OR 7/16" osa FOR THE FIRST 8'-0" OF END WALL II~ / ~~::G :~:~:/ ,~ NAI~ .6" DC FROM EA. END TYP. BOTIOM CORD EDGES AND 12" O.C. FIELD ATTACHED, W/ (2))~d TOErAILS 1\ I /(2) 16d, ONE ON EACH SIDE OF", BLOCKING I t4 I" "I I lQ I. 'I I l/tf"'-: ~ / ~DBL. 2X4 HEADER 2x4 ", ON TOP OF PANEL J SIMPSON HH~O.../ : :1: SIMPSON DTC@16"0.C.W/(2)3d BLOCK~~~'x~.^~TE~. ~~ OR EQUAL / I /TO BOTIOM OF GABLE & (4) 8d INTO SIMPSON SP2 L I 2 x 6 SILL PLATE OR EQUAL ~ ~I 2X4 w/ (4) 10d ~ ,- AT EACH END l2R ""'-C.J. SILICON 1/4" GAP n=rr ~~ SEE STRUC1URAL NOTES AND NAILING \ SCHEDULE FOR SHEATHING DETAIL I +- .~ ta3 j r JT ."- II J TOP CORD BLOCKING FOR FIRST FOUR ROWS OF lRUSSl:S . EDGES~NG 1'IP1CAl 2x4 CROSS BRACE .1 @ 48" O.C @ EACH JOINT '" W/(2) 10dx3" / TOENAIL W/ (2) 16d NAILS / ,2x4 OUTLOOKER @ 24" O.C. " "F: fJ(I )p I L SIMPSO~ H10 OR EQUAL I @ EA. C UTLOOKER I '4' MAX. I "L" BRACE TO EXTEND AT LEAST X I ____ 90% OF WEB LENGTH (SEE TABLE ON SHEET t I S3) ATIACHED W/ 10d NAILS @ 4" O.C. .. I ....--VERllCAL WEBS @ GABLE END ~ L ___ ARE @ 16" O.C. ~ I ____ 1/2" COX PL YWOOO OR 7/16" OSB I ~ SHEATl-JING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD I ..--(2) 16d, ONE ON EACH SIDE OF ", BLOCKING ____DBL. 2X4 HEADER " "F. )p ~ 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WlTH 10dx3" @ 4" O/C ~VERllCAL WEBS @ GABLE END ~ . ARE @ 16" O.C. ~ 1/2" CDX PLYWOOD OR 7/16" OSB t~~ ~~E~IRBS\O~~~NO~ ~F 4~~DO'~ALL ~ / ~~~;~~~~ ~~A~~~D FI~~ 10d NAILS @ 6" O.C. FROM EA. END TYP. BOTIOM CORD ~: ATTACHED W/ (2) 16-d TOE~AILS 2) 16d, ONE ON EACH SIDE OF ", BLOCKING . . / / I \ ...J (2) 16d I D./ I"" I I I' I ~t1 ~~ --DBL. 2X4 HEADER SIMPSON H10 -:--------i : - :: OR EQUAL SIMPSON SP/ V I OR EQUAL SIMPSON DTC @16" O.C. W/(2) 8d ~ /'" TO BOTTOM OF GABLE & (4) 8d INTO 2X4 W/ (4) 10d : . ,/' 2x6 SILL PLATE AT EACH ENDr::C:~;J . ... - - -------- ~ ~c.J. SILICON 1/4" GAP 2x6 P.T. SILL PLATE -------- / T T / ( ) W/ 1/2" DIA. BOLT @ 48" 2X4 SPF FRAME WALL~ II I KNOCK-OUT BLOCK W 1 #5 CONT. O.C. & 6" FROM PLATE S1UDS@ 16" ~.C. I' ~I ~ONC. LINTEL W/ (1) #5 CONT SPL!.CES W/3/16" MAX. ~ V . x 2 WASHER SIMPSON SP2 OR EQUAL DBL. 2X8 W/ 1/2" PL YWD. FUTCH PL. W/ SIMPSON LSTA18 (OR EQUAL) W/ (7) 8d NAILS INTO S1UDS AND (7) 8d INTO DBL. 2X8 ON EACH SIDE OF WlNDOW 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATIACHED W/ (2) 16-d TOENAILS :\ j / 1\ lOG/I"" I I I' I , ~ ~t~ " : "41 MAX. "L" BRACE TO EXTEND AT LEAST ~ __ 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)-r ATIACHED W/10d NAILS @ 4" O.C. ~ ~ I 2x6 P.T. SILL PLATE ----- 2X4 SPF FR~ME WALL W/ 1/2" DIA. BOLT @ 48" STUDS @ 16 O.C. O.C. & 6" FROM PLATE MAX. SPLICES W/ 3/16" 2XB P.T. W/2 ROWS OF 3/16"0 - x 2" WASHER x2 1/4" TAPCONS @ 12" O.C. (MAX.) (1) SIMPSON H3 2X4 SPF FRAME WALL S1UDS ON E.ACH SIDE OF WlNDOW OPENING (DBL. 2X4 EA. SIDE FOR WlNDOWS WlDER THAN 36") CONC. SILL X <t L a ~ I N 2x6 P. T. SILL PLATE - W/ 1/2" DIA. BOLT @ 48" O.C. & 6" FROM PLATE / SPL!,CES W/ 3/16" 2X4 SPF FRAME WALLJ . X 2 WASHER S1UDS @ 16"'~'C' MAX. SIMPSON SP2 / OR EQUAL I DBL. 2X8 W/1/2" PLYWD. FUTCH PL. W/ SIMPSON LSTA18 I L (OR EQUAL) W/ (7) 8d NAILS INTO S1UDS AND (7) 8d ^ INTO DBL. 2X8 ON EACH SIDE OF WlNDOW AV 2X4 P.T. SPACER I IV I I ~I I J..--- I ........ SIMPSON H10 _______" " " OR EQUAL SIMPSON SP2---- _ ; "" OR EQUAL :z 2X4 W/ (4) 10d AT EACH END ~ " -Q "= C.J. SILICON 1/4" GAP 1 1 KNOCK-OUT BLOCK W/ (1) #5 CONT. D' ~ CONC. LINTEL W/ (1) #5 CONT. 8 I I , SIMPSON DTC @16"0.C. W/(2) 8d ./ TO BOTIOM OF GABLE & (4) 8d INTO / 2 X 6 SILL PLATE ~X l<t U)I: 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN W1TH 1Ddx3" @ 4" O/C . ~ X '<t U)I: ~~ 'I: U) - ~ SEE TYPICAL GABLE END BALLOON FRAME DETAIL FOR FRAMING DET- AILS BEYOND WlNDOW (SEC. A/S6) I I I ~ ' -r1f-- -11 I I I . 'I : "II II.J I MASONRY WALL (DESIGNED I I III " AS CANllLEYERED) I I I RE-BAR BEYOND - SEE FILL CELL 11.-1- ON PLAN ~ II I '~I I I 2X4 P.T. W/ 1/2"~ "J" : : ::l : / BOLTS @ 24" O.C. I I III !. SEE SECllON A/S1 FOR TYPICAL , I. II A' ~FOUNDA 11 ON AND BLOCK WALL SEE SECTION A/S1 I ; YIi I DETAILS FOR SLAB DETS.\ LJ II I 4==~i; 1-... ~"{-~'Y"",,,~ ~J~ . ~'" 'Y",,-: \';//~~ ~ '>'Y/~'jy '\(/,,'\(/,,'\(/, ,,'\(/,,'\(/~. /)Y/~~ ~ ><<~'\ %~ / ,~~/ /~~~~~<<. ,"";;'/>;yj)Y>>/,,", MANUFAC1URED WlNDOW W/ FRAME. SEE DET. B/S2 FOR HEADER & SILL DETAILS MANUFACTURED WlNDOW W/ FRAME. SEE DET. B/S2 FOR HEADER & SILL DETAILS a ill KNOCK-OUT BLOCK W/ (1) #5 CONT. 2X4 P.T. SPACER ..jl~ -I , - 1 I T T (1) ROW 2X BLOCKING @ ~ * =* MID-HEIGHT FOR WALL I I HEIGHT < 8'-6" AND (2) -./ l' I a ROWS @ 1/3 PTS. FOR T R 2X4 P.T. W/ 1/2"~ "J" ill WALL HEIGHTS> 8'-6" 11 I I / BOLTS@24"0.C. SIMPSON SP1 'T L1 OR EQUAL.~ I IT SEE SECllON A/S1 FOR TYPICAL SEE SEC110N A/S1 ~ 4 FOUNDA110N AND BLOCK WALL FOR SLAB DETS. \ I' U / ~ DETAILS ~=~ .~ ~~~ ~ .~~ /~~ r~ ~~'\ /~~~~~<<~ ,,,y>;yj)Y>>/' 2X4 SPF FRAME WALL S1UDS ON EACH SIDE OF WlNDOW OPENING (DBL. 2X4 EA. SIDE FOR WlNDOWS WlDER THAN 36") CONe. SILL X <t L ~ I MASONRY WALL (DESIGNED AS CAN11LEVERED) X ~ r: . ~ I II I II I MASONRY WALL (DESIGNED I, I AS CANTILEVERED) liJ. ___ RE-BAR BEYOND - SEE FILL CELL 2X4 SPF FRAME WALL~ TT:t~ ON PLAN STUDS @ 24" O.C. lLL MAX. I TilT 2X4 P.T. SPACER ~ I:~ I 2X4 P.T. W/ 1/2"~ "J"~ T T BOLTS@24"0'C'+MIISEESECllONA/S1FORTYPICAL L FOUNDA110N AND BLOCK WALL SEE SEC110N A/S1 '"' II DETAILS FOR SLAB DETS. 1 " III I ?=-=~ 1-- ~Y"",V",>>~ 'c ,,", I' ~"" :\: ~~~ ~ ~~~ '<,,~~~ . . ~~~ ~~ ~#~ /~~~~~<<'~ '''Y'fYj)Y>>/' 2X4 TOP PL. ,/ 2X4 P.T. SPACER / - N NOTE: NOTE: NOTE: SEE SECTION D /S1 FOR FRAME TO MASONRY WALL CONNECllON @ ENDS OF BALLOON FRAME WALL SEE SECllON D/S1 FOR FRAME TO MASONRY WALL CONNECllON @ ENDS OF BALLOON FRAME WALL SEE SECllON D/S1 FOR FRAME TO MASONRY WALL CONNECllON @ ENDS OF BALLOON FRAME WALL TYPICAL AL TERNA TE BALLOON FRAME {i) GABLE END NOT TO 5CALE (;\ ~ AL TERNATE BALLOON FRAME {i) NIC~E WALL DE51GN GABLE END OvER WINDOW (;:\, NOT TO 5CALE 5~ r AL TERNATE BALLOON FRAME {i) GABLE END OvER WINDOW I C '- I=LU5~ WALL DE51GN NOT TO 5CALE '5~ J Tl-tIS DESIGN IS FOR A MASONRY l-tOME WITl-t 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 DESIGNED TO MEET Tl-tE STRUCTURAL REQUIREMENTS or: Tl-tE FLORIDA BUILDING CODE 2~~1, INCLUDING Tl-tE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. Tl-tIS DESIGN IS FOR A MASONRY l-tOME WITl-t 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 DESIGNED TO MEEi T~E STRUCTURAL REQUIREMENTS or: T~E FLORIDA BUILDING CODE 2~01, INCLUDING T~E SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. Tl-tIS DESIGN IS FOR A MASONRY l-tOME WITI-t A GABLE ENDWALL ADJACENT TO A CATI-tEDRAL. CEfLfNG. T~E DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM T~AT I-tAS BEEN DESIGNED TO MEET Tl-tE STRUCTURAL REQUIREMENTS or: Tl-tE FLORIDA BUILDING CODE 2~01, INCLUDING Tl-tE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. Tl-tE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-tE FLOOR TO Tl-tE ROOF (OR CEILING) D I APl-tRAGM. Tl-tE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-tE FLOOR TO Tl-tE ROOF (OR CEILfNG) DIAP~RAG:M. Tl-tE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-tE FLOOR TO Tl-tE ROOF (OR CEILfNG) D I APl-tRAGM. :L :z: >- CI ~ cD CD a <:) ... :::I < D SAMUEL A. GREENBERG, P.E. i34245 D T~UY H. HUYNH, P.E. ~6@122 D IRWIN J. BENSON, P.E. .4~l58 D ALl ABBAS HAKIM, P.E. ~6l86 - ~ ~ CREATED 05-22-02 r TO Tl-4E 6EST OF TI-IE ENGINEER'S KNOWLEDGE AND 6ELlS:, Tl-IE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITl-I Tl-IE FLORIDA 6UILDING CODE, OECTION lbiZlb FOR 12iZl MPl-I 3 5ECOND OOST, EXP05URE '6' WIND ZONE (2001 EDITION). Tl-IIS DRAWING AND DESIGN IS vALiD FOR 12 MONTl-IS AFTER Tl-IE DATE IT IS SIGNED AND 5EALED. SIGNED AND 5EALED FOR TI4E ST~TURAL PORTION OF Tl-l15 DRAWING ONLY. ... <:) ... ~ ... ~ cD CD U > cD a :-.I - ...J ~ . ::l- x: a ... = ~ u = ::l- I - - cD :. cD x: 12 (2) MPl-i 3 SEC. GUST 6EAL"\ 5CALE NOTED DATE 5n2/02 D ANSCO ENGINEERING, FA. p.o. BOX ~ - APOLLO 6EAa4 - FLORIOA - 33612 Pt-k::lNE - (813) 64& (Dt66 FAX - (813) 640 ge.~ eB .4 e.. t(D t[\ THESE DRA \.lINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P,A, AND THE ""t'Q \SICLIENT ON THIS PR1JJECT, ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED, - 2003 DE "\ LENNAR ~OME5 i:D i:D g TAMPA OlYI61ON DRAUN B.Y. N:/BLOCKS/STD 2001 - cD ..., c: Cl cD cD C 0- ::z: ~ 6ALLOON FRAMIl\lG DET AILe \.... DE JOB NO. PM - 5021 e6 ...) 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 r- 2" T1-IICK 3" TALL U-BAR 20 GA. GALV. STEEL 50 KSI MIN. 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) INTERMEDIATE STILE ATTACHED '1'1/ TOG-L-LOC (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) r r 3- TALL x 20 GA. GALv. STEEL U-BAR. ONE U-BAR PER SECTION. EACH U-BAR ATTACHED WIT1-I TWO 1/4'x3/4' SELF TAPPING SCREWS PER STILE LOCATION. r1 3" r- 1-7/8" p 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. rr 13 GA. GAlV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x 1-5/8" WOOD LAG SCREWS. 1 6 GA. GAL V. STEEL TOP ROlLER BRAC KET. EACH BRACKET ATTACHED W/(3) #14x5/8' SHEET METAl SCREWS. t o I Co l- I <:> W I 0:: :> o a DOOR HEIGHT "L" 6 -6 70 7 -0 76 7 -6 82 8 -0' 88 TRACK CO~IFIGURAT!ON l- I <:> W I 0:: 8 a r- LOCK POSITION (BOTH SIDES) TWO POINT LOCKING 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL SCREWS '" (4) 1/4'<3/4" SELF TAPPING SCREWS. I- "L" I <:> W I <:> Z Z w a.. o 2" GALV. STEEL TRACK, ~ilN TRACK THICKNESS: .060" ONE 3" TALL x 20 GA. 50 KSI MIN. U-BAR PER DOOR SECTION. it x <( :::;: END rSLiDE BOLT STILE I LOCK ENGAGES iNTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SliDE BOLT LOCK OPTION NUAIR SIN6LE HUN6 HINDOH SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 DESI6N PRESSURE (PSF) DESI6N SUCTION (PSF) -80.0 -BO.O CALL SIZE MANUFAC11JRER SERIES 1* END STILE IA2SH (1/2 32SH) 22SH 32SH IA3 (1/2 33SH) 23SH 33SH IA4SH (1/2 34SH) 24SH 34SH IA5SH (1/2 35SH) 25SH 35SH IAoSH (1/2 30SH) 20SH 30SH 2020"'->1-1 3020SH 4020SH 2030SH 3030SH 4030SH 2040SH 3040SH 4040SH 2050SH 3050SH 4050SH 2000SH 3000SH 4060SH C100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 TYP. 2-1 /2"x 12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). 1- I I I LOCATION OF OPTIONAL VENTS OPilONAL OUTSIDE KEYED LOCK POSITION ,~AX. DOOR '.'lDTH 9'0' #14x5/8" SHEET METAL SCREWS OPTIONAL 10 SCREW WINDOW LITE SECTION B-B (' ~ o 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH T'NO #14<5/8' SHEET METAl SCRE'NS. liQ.ILL DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). ;L~I~~~t.~~~~p SECTION A-A (SIDE VIEW) FRONT FRAME WITH U.v. COATING ON OUTSIDE SURFACE 1/4"x3/4' SELF TAPPING SCREWS. 14 GA. END HINGES VIEW "B" 1 8 GA. INTERMEDIATE HINGE VIEW "C" VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 PSI MIN. CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" 0.0. MIN. WASHERS REQUIRED 20 GA. GAlV. STEEL I~NTE~' STILE WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FlUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, ~ 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) # 14x5/8" SHEET METAL SCREWS. OUTSIDE HANDLE 2<6 YELLOW PINE JAMB STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MI~,. GALV. STEEL END STILE #8x3/4" PAN HEAD SCREW...J (10 SCREWS PER LITE) SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INTER. STILE 12 GA. GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB..../' WITH ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET. OUTSIDE KEYED LOCK LOCK BAR LOCKING I 2" GALV. STEEL TRACK FASTENED TO J 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET A WITH ONE 1/4"x5/8" BOLT & NUT ~ OR TWO 1/4' DIA. RIVETS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH '1'1/(4) # 14x5/8" SHEET METAL SCREWS AND (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. END STILE INSIDE HANDLE PREPARATION OF JAMBS BY OTHERS, 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 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. REV. 03 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 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. llRA '<'!NO NIl 101979 DATE 8/26/99 SCALE ~OTED DESCRIPTION SiNGLE CAR MODEL 110RW4 & 120RW4 +25.0/-32.0 PSF DESIGN LOAD AS DENOn:S ASTM EI 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. f~AX. DOOR SIZE 9'0"'1'1 X a'O"H Clopo)' BuSllfrov Prod;.JCb Compon)' ~ R~nu ~~. The orrQl"~lT1enta depicted herein ore the 80:' pro~rtY of tt,. elopo)' 9"ildirl9 PnxI'vcta Compony Q~ moy l'Iot be reprtldIJ~ in any form 'IIithollt ita written perm;ssion. CBPC (513) 381-4800 312 WALNUT STREE~ SUITE 1600 CINCINNATI, OH 4S2v2 OlvWon r>f C10pay eufldlng Pro4u41e NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 MODEL' 110RW4 (25 GA STEEL SKIN) MODE (5) INTERMEDIATE STILES FOR 16' WIDE DOOR G T ES ATTACHED TO DOOR -L-LOC SYSTEM ). o I Co / ~ ~D S Il L: 120RW4 (24 GA. STEEL SKIN) ATTACHED '1'1/ TOG-L-LOC (TOP & BOT) SKIN Willi PATENTED TOG A AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CC:NTER r OPTIONAL SSB GLASS OR - 1/8" ACRYLIC LITES AVAILABLE (SEE SECTION B-B) I I I I , =D I D D D ~ 1/ 1/ !I 1/ !~ - ~ ~ ~ = , ) I :-- - i- - -/ "'" f\ , 1\ \)B t ( \ \ ( C ! - ----- I - C - VIEW "\ 1\ 1\ 1\ f\ D D D [ D D D /LO g :x g (B TW N I\ ~ ^ , \ \ \ \ ! D D D [ \ D D D / / "'I I... "'- LOCATION OF A ~ PTIONAl OUTSIDE KEYED LOCK POSITION 3" x 20 GA. U-BARS. U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BARS ON NEXT SECTION, ETC.) I VIEW "B" "C" f- I (;) :J I 0:: o o o CK POSITION OTH SIDES) o POINT LOCKiNG x <( :::;: OPTIONAL VENTS o :.> :z: ::) 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 it VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2 000 PSI MiN. CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 BLOCK) OR 24' CENTERS (2,000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" 0.0. 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 " >> a.. ~ :c :-.I >.. .0 .a :9 .. .:.t: ," CI) " G) .. "ClI .... 0 >> - :::lI .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 1 MOLDED INSIDE LITE RETAINER #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) PREPARATION OF JAMBS BY OTHERS. 25 GA. MIN. STEEL SKIN COATED Willi G-40 MIN. GALVANIZING, BAKED-ON PRiMER. AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKiN. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. .... - 0 ::.J- .., cD :::lI '" 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 ~WOOO FRAME BUILDINGS)' 1/2"<3" 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 .... &, c.1l - g~ ~ i :n C) - - >- > ..J G) - "ClI ~N .L. - . ...J .u~ ..J . ~o. z::c SHIP LAP JOINTS. OUTSIDE KEYED LOCK LOCK BAR LOCKING INSIDE HANDLE 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W/(4) #14<5/8" SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCREWS. OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI END STILE SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION REV DATE 01 9/27/1999 02 12/01/1999 03 1/2000 DESCRIPTION CALL SIZE ADD 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT ADDED JAMB ATTACHMENT INFORMATION LOCATION +15.0 +15.0 6ARA6E SERVICE DOOR POOL BA 11-1 DOOR BREAKFAST TO LAN.A.I DOOR EXTERIOR FRENCH DOOR CALL SI ZE 2B6B (2/B X 618) 246B (2/4 X 618) 260B (2/6 X 6/B) 266B (2/6 X 6/B) (2)206B (410 X 6/B) (2)266B (510 X 6/B) (2)2B6B (5/4 X 6/B) (2)306B (610 X 6/B) FOR 8'-0" HI6H UNITS MAIN ENTRY DOOR +15.0 +15.0 +15.0 +15.0 -BO.o -BO.o -lB.4 -BO.o MAIN ENTRY DOOR MAIN ENTRY DOOR o LIMITATIONS AS REQLJIRE~[~1~j~~@,~f DESIGN PRESSURE (PSF) +50.0 +50.0 DESIGN SUCTION (PSF) -BO.o -BO.o MANUFAC 11JRER SERIES 1* 2020HR 3020t1R 4020HR 5020f-lR 6020HR 2030HR 3030t1R 4030HR 5030HR 0030HR 2040HR 3040HR 4040HR 5040HR 6040HR 2050HR 3050t1R 4050HR 5050HR 6050HR OH2 / OH3 OH2 I OH3 OH2 I OH3 OH2 / OH3 OH2 / OH3 OH2 I OH3 OH2 I OH3 OH2 I 0143 OH2 / 0143 OH2 I OH3 OH2 / 0143 OH2 I OH3 OH2 / OH3 OH2 I 0143 OH2 / OH3 OH2 / OH3 OH2 I OH3 OH2 I OH3 OH2 I 0143 OH2 I 0143 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 0:: o o a TRACK CONFIGURATION DOOR HEIGHT "L" 6 -6" 70" 7 -0 76 7 -6 82 8' -0" 88" j: "L" <:> W I <:> Z Z W 0.. o 2" GAlV. STEEL TRACK, MIN. TRACK THICKNESS: .060" TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). #14<5/8" SHEET METAL SCREWS Hn:D AREAS DENOTES ASTM EI300 LIMITATIONS AS REQUIRED BY F 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "B" VIEW "C" NUAIR SLlDIN6 6LASS DOOR SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 cALL SIZE MANUFAC11JRER SERIES 1* DESIGN PRESSURE (PSF) +30 DESI6N SUCTION (PSF) -64.6 -55.0 -31.1 -55.0 STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE 500B SOD 600B SOD B06B SOD '100B SOD 200 200 200 200 20 GA. GALV. STEEL INTE~ 7/16" 1.0. ROUND pui:~ 18 GA. GALV. STIR CENTER HINGE FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES '1'1/(4) #14x5/8" SHEET METAL SCREWS. 14 G.A.. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) #14x5/8" SHEET METAL SCREWS AND (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C END STILE l:J.QIL2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUC11JRE 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 SECTION A-A (SIDE VIEW) LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. L1 3" r- 1-7/8" p T 3" TALL x 20 GA. GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (IE 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. :n "ClI <~ :l. .:.t: ~ ~ - a.. _ I ~~ z: (SI z: - JJ ~ ..J G) - :c ... so >> <>> :-.I <>> <lO ::) - - :n G) - -:t :n c :d::C11 g-; ..J G) :0 C - "0. Z:X OUTSIDE HANDLE 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. Clcpcy B\Jilding PnxJucts Compony ,All Ri9PU Reser...ed. The arrangements depicted herein are the sole property of the Clopay 8uildin9 Product. Company and may not be reproduced in on)' form without its written permission. MAX. DOOR SIZE: 16'0"W X 8'OH DES. BY MWW REV. 03 DRA lilNG NO. 101980 CHECKED BY MWW DESCRIPTION DOUBLE CAR MODEL 110RW4 & 120RW4 +24/ -24.5 PSF DESIGN LOAD rATE 8/26/99 SCALE NOTED CEPe (513) 381-4800 312 WALNUT STREET.l. SUITE 1600 CINCINNA TI, OH 452u2 Dlvlsloll of elopoy BuildIng Product. +30 +30 +30 NOTE: IT IS mE CONTRACTORS RESPONSIBILITY TO REY1EW ALL DRAWiNGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING PA IS RESPONSIBLE FOR mE STRUCTURAL INTEGRITY OF mls PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OmER DESIGN PROFESSIONALS' SHOP DRAWiNGS, CONTRACTORS' BUILDING MEmODS, AND mESE SIGNED AND SEALED DRAWiNGS MUST BE BROUGHT TO mE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO mE COMMENCEMENT OF CONSTRUCTION. 306B (310 X 618) (2)2668 (510 X 618) (2)2B6B (5/4 X olB) (2)306B (610 X 6/B) (2)30BO (610 X BIO) 3008 (310 X olB) (2)266B (510 X 618) (2)286B (5/4 x olB) (2)300B (6/0 x 6/B) (2)30BO (610 x BIO) 300B (310 x 6/B) (2)266B (5/0 x 6/B) (2)2B68 (5/4 x olB) (2)306B (610 x 618) (2)30BO (010 x BIO) CALL SIZE B x 1 (OR B0100H) '1 x 1 (OR '10100H) 16 x 1 (OR 160100H) THERMA- TRU DOORS EXTERIOR DOOR SC.HEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 RIO SIZE DESI6N PRESSURE (PSF) DESI6N SUCTION (PSF) -34.1 -34.1 -34.1 -34.1 -34.1 -34.1 -32.4 -32.4 -32.4 -32.4 MANUFAC11JRER DESCRIPTION 34 1/2 x B2 1/2" 1*100 FLUSH STEEL +25.'1 +25.'1 +25.'1 +25.'1 +25.'1 +25.'1 +24.1 +24.1 +24.1 +24.1 30 1/2 x B2 1/2" 32 1/2 x B2 1/2" 32 1/2 x B2 1/2" 1*118 ONE LITE STEEL FRENCH I*IIB ONE L1n: STEEL FRENCH 1*12B n:N L1n: STEEL FRENCH 51 1/4 x B2 1/2" 63 1/4 x B2 1/2" 61 1/4 x B2 1/2" 15 1/4 x 82 1/2" I*IOB 15 Lln: STEEL FRENCH #IOB 15 Lln: STEEL FRENCH #IOB 15 L1n: STEEL FRENCH I*IOB 15 lin: STEEL FRENCH (H) x '1B 1/2" 3B 1/2 x B2 1/2" 63 1/4 x f.>2 1/2" 01 1/4 x B2 1/2" 15 1/4 x B2 1/2" 15 1/4 x '1B 1/2" 3B 1/2 x B2 1/2" 63 1/4 x B2 1/2" 61 1/4 x B2 1/2" 15 1/4 x B2 1/2" 15 1/4 x '1B 1/2" 3B 1/2 x B2 1/2" 63 1/4 x B2 1/2" 01 1/4 x B2 1/2" 15 1/4 x B2 1/2" 15 1/4 x '18 1/2" +25.'1 +24.1 +24.1 +24.1 +24.1 +25.'1 +24.1 +24.1 +24.1 +24.1 +25.'1 +24.1 +24.1 +24.1 +24.1 -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 1*20B STEEL B PANEL #FC-oO 6 PANEL FIBERCLASSIC #FC-60 6 PANEL FIBERCLASSIC OR #FC-2000 1 liTE FRENCH FIBERCLASSIC ( CUSTOMER CHOICE) BANCO OVERHEAD DOORS, INC. GARAGE DOOR SCHEDULE TESTED PER ANSI/A,MMA/NHHDA 101 /IS2 TEST LOADS PRESSURE (PSF) +315 +315 +30.0 TEST LOADS SUCTION (PSF) -48.0 -4B.o -31.0 DESI6N LOADS PRESSURE (PSF) DESI6N LOADS SUC TI ON (PSF) -32.0 -:32.0 -245 +25.0 +25.0 +24.0 EXTERIOR HINDOHS AND DOOR NOTES 1. ALL EXTERIOR WINDOWS ANI) GLASS DOORS ARE TO BE TESTED IN ACCORDANCE WITH ANSIjAMMA/NWWDA 101/lS2 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. FBe 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 MPH GUST D E ea~~~~~. P.o. BOX 3~ - APOLLO eeAO~ - FLORIDA - 33&12 ~ - (813) 645 0166 FAX - (813) 645 ~~ e6 451" t(\n1ESE DRA\\1NGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND n1E ~ CUENT ON 111IS PROJ:CT. ANY REPRODUCTION OR UNAUT1-IORIZED USE IS PROHIBITED - 2003 , . & CREATED 01-02-02 3 120 SEC. LENNAR ~OM,e5 5CALE NOTED DATE 112/lZ>2 TAMPA DIVI61~ DRAlLN B,V. N:/BLOCKS/STD 2001 DOOR 4 WINDOW T A6LE5 DE JOB NO. PM - 5e>21 &DWl A HEADER .'<J<.' __:L1 <{". ..<1 . EXTERIO: ~ ~ INTERIOR -.---J\ ~OR Il ~ PRESSURE TREATED " I ..:. "ft v . <\ ' lu · __ I ~ ~'" ~C~~":) (MIN. 2i < ....; ~ .. ~ ----1 \--- SHIM AS NEEDED .. ..L..... < WINDOW . : , iii] FASTENER ~~ . I FlLL INTERIOR VOID wrrri :q '" MiNIMAL EXPANDING FOAM <\ y. ,. . - IF PER CODE EXTERIOR - --^v-- - -^v-- JAMBS .'~ IF NECESSARY. USE SHIMS 'l.1-IEN INSl"Al.J.JNG TO KEEP PLUMB &: LEVEl t~~ 1m- I. ~-_-:..--- d ~ ^: . <1 <1 4 . PRE-CAST ,;> '. 4A CONCRET'E SILL l v / .... 4,. 'i~ ~:1 rn- . ~. ;flll~~ . . . 'BAT. POuRrtl > . . 4A CONCRET'E SILL <;" NO FASn:NERS rnROUGH SILL . SEALANT BEAD SILL HEADER .~ I .'~ ,. L1 4" ..<1 . . ////.. EXTERIOR INTERIOR ~I INTERIOR . t. h. PRESSURE TREATED . "', ~BUCKSTRIP (MIN. 2i" ____ I" AS SHOWN) ~ -----I' r-- SHIM AS NEEDED WINDOW , IIiL ASTENER I FlLL INTffiIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE -- .<\ .~ <.. 'Q. > .... . .. .~ . ~. ~ <\ A <~ I. -- ~IOR ...J. - -A,r- /~ q ~ I'. 1~ -- -A.r- JAMBS IF NECESSARY. USE SHIMS WHEN INSl"Al.J.JNG TO KEEP PlUMB &: LEVEl ~. .. 1- - --- . f---- . 4 . (::.. .'..::.:.~ . <1.<1 4 '. . .. PRE-CAST > '. 4A CONCRET'E SILL <;' v ~ ,... 1~ . ~.T ~ . . . 'BAT. pouRrtl > . . <1^ CONCRET'E SILL <;' v NO FASTENERS ltiROUGH SIlL . SEALANT BEAD SILL INSTALLATION DETAILS FOR FIN WINDOWS IN WINDZONES OF 150MPH OR LESS (DETAIL B) Installation fasteners for windows should be a minimum It" nail or It" wood screws, with an embedment of at least 1". Fasteners should be located at a maximtun 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 Hashing at the header. The application of the weather resistant banier will vary based on when it is installed. Ifit 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 lIiAM''''<:AN A.RCHJTECTURAL wood screws, installed through the window into the bucks trip. " ~st~~;:;:;:ES Window may be shimmed as necessary, provided a minimwn MEMHEJl. The w'.TIdow depIcted in this draw1TIg IS mtended for use on tyj)lcal conalTuction. It IS U e responsibihty of other; to determme Ifl1lS applicable, Additional nashmg. vHpor blL-ner;. etc. may be speCIfied by lhe project architect Wind and design pressure. vary "ithin each state and county. All products manufactured by 'lllAir Inc. meet s minimum of 110 mph (RJO DP) "ind load requiremenlS (per AAMA 101); please cbeck local building code. for exact requiremen,.. Above detail. shown for Single Hung window. For instal1ation of A'Wlling, Horizontal Roller, or Pictw-e/Designer windows use the same specifications as shown above for the Single Hung, prodded that all ore-oUDched frame installation holes .,-e utilized and with the above mentiooed 'crew size tvoe aDd'Dacin2. INST ALLA nDN DETAILS FDR FLA..'\'GE WI1\DOWS IN I WINDZO~ES OF 150MPH OR LESS (DETAIL A) I Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shalI run the entire length of the rough opening. A buckstrip is not necessary at the sill ifit is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fulIy supported by the buckstrip at both the interior and exterior. Ifusing i" thick wood buckstrips: Installation fasteners should be a minimum~" X 2t" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimwn screw embedment of 1*" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" a.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 2i". ~ '~WR lIi.~MS'KA.' A.H:CHCEC'TlJRAL ! MA""Vt-ACT...iRiS ASSQCLA nON . Mf..\lBER Tampa, FL -(800) 282-6627_www.NuAir.com The ",indow 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 baniers, 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 I <?'; . .~ .'. ~ '~Y'I: EXTERIOR INTERIOR · PRESSURE TREATED :& ~UCKSTRIP (MIN. 2i" AS SHOWN) I" SHIM AS NEEDED ~ WINDOW ~..L ^ I FASTENER r- <" -"V- I .<\ .~ 'Q . .. ..~ . '. ""Q "".'~ . -~IOR FlLL INTERIOR VOID Wrlti MINIMAL EXPANDING FOAM - IF PER CODE 1 NO \r FASTENERS THROUGH 1 Sill ./' ./'. J -1 . /I~Ii1SHED I ~ r.~ . 0.~~~~~:-:~ ~~/j/~ ~ ~ .. . . ~ PRE~CAST<1 > ... . 'BAT, pouRtj) > '.. <1A CONCRET'E SILL <;" . <1A CONCRET'E SU <;" v v JAM BS IF NECESSARY. USE SHIMS WHEN INSl"PWNG TO KIT? PLU MB &: LML . SEALANT BEAD SILL ~ '~WR lIi'MC"'C'.' ! MCHtLEC1'(H~.AL M:\!'t.?r ACT'J ~s ,ASSOC:Af10,", . \{E..\11U.:i<: Tampa, FL-(800) 282-6627_www.NuAir.com The window d"picted in this dra",ing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable. Additional Hashing, 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 10 I); please check local building codes for exact requirements. FLEXIBLE PLYWDOD SERIES FlASHING~ HEADER ;-sHEArnlNc OH2/3 HR WEATHER ~ WINDOW R~~-~"r/ ~FAS1t:NER "i,m:-~.f · ",:!?1,> 5"[, RIGID FlASHING ~ · · ~ DRYWALl.. (OPT.. BY OltiERS) \.. ~]:- ~ ":,,:: ~ "V v A < -~~~Q:, iiI;-_ ,> r.: Il~ ~~~~~ .- BARRIER FLEXIBLE FlASHING EXTERIOR IBLE ~ FlASHING WEA ltiER ~ JAMBS RESISl"ANT~ · FlLL INTERIOR VOID WITH lMINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY. USE SHIMS WHEN INSl"Al.J.JNG TO KEEP PLUMB &: Lf.'Va FlNISHED SILL BARRIER ~ EXTERIOR · FA~E-~' ~~ - ^ ~ SILL . ~ _- .;T...-_ ~ i::. WINDOW ~L ~ FAS1t:NER . SEAL4.NT BEAD OSEAlANT BEAD IF FlASHING IS NOT ADHESNE I INSTALLATION DETAILS FOR NO)\i-IMPACT, FIN, HORIZ. ROL- I LER WINDOWS 11\ WINDZ01'.'ES OF 150MPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum It", 4d nail or 6 x It" dJy.vall 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. It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as nccessary. 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 t1exible 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 llashing and overlap the jambs a:1d head flashing. ~ '~WR lIi AMb. CA.' ARCHI~EC:I.JRA.L .A. M.-\l\'1jr ACTt..RiS a ^SSQ(;IA TlQl'o Tampa, FL -(800) 282.6627-WWN.NuAirco: ME"BER 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\1A 101); please check local building codes for exact requirements. ~~~~~ HEADER WEATHER ~ RESISTANT-f---....... v II ...../ / a / ~ ....--~INDOW BARRIER I ...............1 I /0hLJr FASTENER ~~-I'-....-J..~ :.~.~.:~~k=E "'--" ..~'. .': -'c.:,:'" '. HEADER / . Ii ~i ",-' . "'1 RIGID FlASHING --../ " I "- DRYWALL (OPT.. BY Ol1-iERS) "J _ ~~J.~J~R :/ // ;\: ,/j:":,.. < --~-;~:- ~ ~:....... WEArnER I FlEXIBLE ~) '" ~ ~~:rr FlASHiNG J EXTERIOR FlAS~~ R~~sf~___ ~ r d T JAM BS BARRIER ~ "'-. "'=~-~ "'~ v SILL screw embedment ofi" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than I~" X 2 k". Buckstrips should be installed using minimtun ~" X 2t" masonry screws, to maintain It" embedment, and be 18" D.C. B I PLYWOOD SHEAltilNG ---' ,--- FlLL INTERIOR VOID Wrlti MINIMAL EXPANDING FOAM - IF PER CODE 1 ~ IF NECESSAAY. USE SHIMS / .... INSl"~~ TO .". \ T KEEP J.%..MB &: rn- FlNISHED SU . ~ .- ..:/_-. ~ ~ WINDOW ~....... FASlDlER . SEAUINT BEAD OSEALANT BEAD IF FlASHING IS NOT ADHESNE FLEXIBLE HEADER PlYWOOD SERIES 900 I INSTALLATIO"l DETAILS FOR NON-IMPACT, FIN, SiNGLE I FlASHING~ SHEATHING & 950 SH HUc-<G WI~DOWS IN WI"IDlOl\ES OF 150MPH OR LESS (per FBC 2001) WEArHER A RESISl"ANT- --........ v 1/........./ ~ / J .....-~INDOW BARRIER ...............1 I ~ /~ FASTENER ~~-~ n.I.~~\:.\:":,.,;~~> = ~, ~i' 'Ie' ,,' HEADER RIGID FlASHING ~ "'" "- DRYWALl.. (OPT.. BY OltiERS) " _~.J-~~R V/!/<. t:/ ~ .y:: I!. ____ 1 < -~ '.~:Q- ~ f ~. ~ .. ..... WEArnER l FLEXIBLE ~L; ~~~ FlASHING . 11 EXTERIOR FlAS~~ wEArnER I ....Ii i5 RESISTANT--- ~r-I' BARRIER ~ ~ ~~- ~"".~ - ^ ~ SILL F1LL INTERIOR VOID wrrri MINiMAl EXPANDING FOAM - IF PER CODE ,- IF NECESSAAY. USE SHIMS WHEN INSl"Al.J.JNG TO KEEP PLUMB &: LML FlNISHED SILL . :7 ~i::. WINDOW ~L ~ FASlDlER JAMBS . SEAlANT BEAD OSEALANT BEAD IF F!J\SHING IS NOT ADHESIVE Window Installation: Installation fasteners for windows should be a minimum It", 4d nail or 6 x I~" 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. 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 banier should then cover the flexible flashing at the header. lbe application of the weather resistant banier will vary based on when it is installed, [f it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. ~j'~WR lIi~~Ii!~llW' MA.'iUFACTt:JU:;S ASSOClAHQf\ . MEMBER 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 baniers, 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 (R30 DP) wind load rcquirements (per AA.\1A 101); please check local building codes for exact requirements. FLEXIBLE FlASHING PLYWOOD SERIES' I SHEArnlNG A02/3 A TW I WINDOW .....f W~FASTENER ..~. 17//;;> , ," ^:' . '. .... ~: "-~E \(~.:" <.<"':"~. HEADER HEADER WEAltiER ^ RESISTANT- ~ v BARRIER : .............. EXTERIO~ _ FA~E i"'-.... RIGID FlASHING~r · (OPT., BY OltiERS) Vr-/) INTERIOR -~~_~~~ · ~J ,:. ' ~ .; .J :~ ~ V ,< · r- <' --",--~---Q ... I "'- . "'-!'lEX1BLE FlASHING EXTERIOR . DRYWALl.. FlLL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY. USe: SHIMS WHEN INSl"Al.J.JNG TO KEEP PLUMB &: LML JAMBS \r FLEXIBLE ~ 11 FlASHING r--") WEArnER L , . RESISl"ANI~ ~ ~ BARRIER ~ 1"'-.. :::-: -~- EXTERIOR_~ "'-..J .1 ~ FAC.ADE I '> fJJ~~~WER -y SILL FlNISHED SILL . SEAlANT BEAD OSEALANT BEAD IF FlASHING IS NOT ADHESIVE lNSTALLAno~ DETAILS FOR NON.IMPACT, Fh". AW~lNG WIN DOWS IN W"DlO"IES OF 150MPH OR LESS (per FBC 200 I) Window Installation: Installation fasteners for windows should be a minimum It", 4d nail or 6 x 1~" drywalI screw, with an embedment of at least It". Fasteners shou;d he located at a maximum of 4" from each comer and 18" a.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 llashing 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 llashing at the header. The application of the weather resistant banier 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 t1ashing. ~ '~WR lIi,-"clUC'-' ARCHm:cn.:RAL ! 1,o!A.".'UI'ACTI..RES ASSOClA T10N . MklMHl:Jl 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 tlashing, 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!vIA 101); please check local building codes for exact requirements. FLEXIBLE PlYWOOD SERIES 90011 FlASHING~ HEADERiHEAltilNG PW & DPwl1 WEA ltiER;:-""""" WINDOW R~~-~ "( ~~FASTENER ~c12~-~ f!.I.~ :.\:.~"S:,:<~.;fl:~ ~E ~, ~,' .'..' . .' HEADER RIGID FlASHING ~ '" I, L DRYWAll (OPT.. BY ornERS) ~: J , .ffi. INTffiIOR V!/;\. :://~':;" ;....t. FlLL INTffiIOR VOID wrrri MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY. USE SHIMS WHEN INSTAl.J.JNG TO KIT? PLUMB &: Lf.'Va I < __~~~__Q_ I ~ Ii ~EAlti FLEXIBLE " ~ RESISl"ANT FlASHiNG II BARRIER / J ~ EXTERIOR FLEXIBLE WEArnER I FlASHING RESISl"ANT~ ~I ,; n 7 ~~-0l~~- -- \. I~ ~ WINDOW _ ~ L ~ FASTENER SILL FlNISHED SILL JAMBS . SEAUlNT BEAD OSEALANT BEAD IF FlASHING IS NOT ADHESIVE L"JST ALLA nON DETAILS FOR \fON-LW'ACT, FIN, F1XED WI~DOWS IN WIXDZONES OF 150MPH OR LESS (per FBC 200 I) Window Installation: Installation fasteners for windows should be a minimum It", 4d nail or 6 x It" drywall screw. 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" D.C. for nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible Hashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant banier should then cover the flexible flashing at the header. The application of the weather resistant banier will vary based on when it is installed. [fit is installed after the window, it should be tucked under the sill !lashing and overlap the jambs and head flashing. ~j'~WR lIi~g~~l\Al. MA,Nl;FAcrt.:R.l::S ASSOClA l1Cj!\ Tampa, FL -(800) 282-6627-www.NuAir.com MEMBER The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to detennine if it is applicable. Additional flashing, vapor baniers, 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. '-.. L1 ~. . .<1 . HEADER .'<J<.' SERIES OH2/3 HR EXTERIOR I .'.~ ~. I ~ INTERIOR "" !III ~ v FlLL INTERIOR VOID WITH MiNIMAL EXPANDING FOAM - IF PER CODE . --rli.I~IOR .. . .... < :..2: .. J7 . · (Ii ~ <> . -..~ .':? ~ r -q ...'~ . .-- ~EX1iRIOR " PRESSURE TREATED ~UC~KSTRIP (MIN. 2i' AS SHOWN) SHIM AS NEEDED WINDOW FASTENER JAMBS A /:~ NO FASn:NERS rnROUGH SILL ~ A ~ IF NECESSARY. USE SHIMS WHEN INSl"Al.J.JNG TO KEEP PlUMB &: Lf.'Va ~ I~ . ~ -::-: r.>:':'.'.. ::. :.~ r~ '<1 . <1'0:1 <1 '. . .. PRE-CAST > '. 4^ CONCRET'E SILL <;" v ~. r//~I'//J;;f, ~ . . . 'f....T. pooRtj) > . . <1^ CONCRET'E SILL <;" v . SEAUINT BEAD SILL ~ '~WR lIi^MC",CAN j ~~.~~ a ASSOCIATION Tampa, FL-(800) 282-6627-WWW.NuAir.com MEMBCR I INSTALLATiON DETAILS FOR NO)\i-I\1PACT, FLANGE, HORIZ. ROL-l LER WINDOWS IN \VINDZO"lES OF 150MPH OR LESS (per FBC 200 I) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstnp and masonry must also be sealed. Buckstrips shaIl run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance ""ith the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior, If using i" thick wood buckstrips: Installation fasteners should be a minimum Ji" X 2t" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the masonry. Fasteners should be located a maximum of 4" from each corner and maximum of 18" D.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than i" X 2t". Ifusing It" 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 minimum screw embedment of It" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the ""indow. The actual size of the buckstrips should be no less than It" X 2t". Buckstrips should be instalIed using minimum ~" X 2~" masonry screws, to maintain It" embe.dment, and be 18" O.C. THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rouqh openings o.re 1/4' sMo.ller on eo.ch side o.nd 1/4' sMo.ller heo.aer i:ho.n sto.ndo.rd TherMo.- Tru rough opening diMensions, Use only 0. Mo.xiMUM of 1/4' thick shiMS, Predrill the jo.Mbs o.nd heo.ders using 1/8' drill bit, Predrilling increo.ses structuro.l perforMo.nce, Use only 2-1/2' wood screws (#8 o.nd #10) when securing the pre hung fro.Me to the rough opening buck, Drywo.ll screws) deck screws) o.nd no.ils o.re insufficient o.nchors) o.nd should not be substituted for wood screws, on the Be certo.in of the nUMber o.nd plo.ceMent of o.ll screws securing the fro.Me to the rouQh opening buck Consult the o.rchitect or engineer of record concerning fo.stening the buck to the rest of the building structure, CONTRACTOR TO PROVIDE A 1 x P,T, BUCK STRIP CONT, AT OPENING SIDES AND HEADER, ** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE 3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHO~N, THE T APCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME1.l x P,T, BUCK STRIP ~.ND HAVE A MINIMUM OF 1 1/48 EMBEDMENT INTO THE MASONRY JAMBS, 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 tlashing, vapor baniers, 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 lID mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements, SERIES 900 II INSTALLATION DETAILS FOR :'IIO\f-IMPACT, FLANGE, FIXED PW & DP\V II \\lNDOWS IN WIND ZONES 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 treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using i" thick wood buckstrips: Installation fasteners should be a minimum ri" X ::r' 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 maximum of 4" from each comer and maximum of 18" O.C. The actual size of the buckstrips should be no less than t' X 2t.. Ifusing It" thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X d" wood screws, instalIed through the window into the buckstrip, Window may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. The actual size of the buckstrips should be no less than It" X 2t'. Buckstrips should be installed using minimum tG" X ~, masonry screws, to maintain It" embedment, and be 18" O.C. I .-';1 . .<1 I. EXTERIOR . SERIES 900 I !)\iSTALLATION DETAiLS FOR l\;ON.IMPACT, FLANGE, SINGLE I & 950 SH HU1':O WINDOWS IN WI:\DZONES 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. Buckslrips 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~" 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 It" is maintained in the masonry, Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C, It is recommended that fasteners not be installed through the sill of the ",indow. The actual size of the buckstrips should be no less than i" X 2g". If using It" 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 minimum screw embedment of It" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" D.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than It" X 2g". Buckstrips should be installed using minimum ~" X 2t" masonry screws, to maintain It" embedment, and be 18" O.c. _--^ -'-NTffiIOR -I:" . \;"'7 - .' . <'. .:.~~ . :.~~ ~. ~/:'~.~ _ L../ ~IOR INTffiIOR . U PRESSURE TREATED ~BUCKSTRIP (MiN. 2i" AS SHOWN) SHIM AS NEEDED WINDOW FASTENER FlLL INTffiIOR VOID Wrlti MINiMAl EXPANDING FOAM - If' PER CODE Ii "-J: ;I' y "> JAMBS IF NECESSAAY. USE SHIMS WHEN INSl"Al.J.JNG TO KEEP PlUMB &: LEVEl NO FASTENERS rnROUGH SIlL y /j ;r ~. <1.-" . :'.E~~~~:-:~ . <1.<1 A .. . .. PRE-CAST'-' > .. <1A CONCRm SIlL <;" . . · ~LJ] .~. . 'BAt. POORrtl > ?' <1A CONCRET'E SIlL <;" I v I SILL . SEAlJINT BEAD I ft 6'L I ri 3rr Irt~ I U686L..!.11 II ~f-O Lr ~HJr ~.~ p: 3h i tt'l~ I ~8 6LIII II I I I I I f-16' - r---: SPACE EVENL Y - i--' - I--'~ ...... - SPAC[E EVEN Y - f-'Io ,.... - 6,r ~~ 1- J 68 60LII I I I 1- -'6' 61:11 I I I ~r~J 3'~r~~r$ 3'l~tf I I" I I 1":)60 ~~m !~ SINGLE DOOR SINGLE DOOR ~ / SIDELITES SINGLE DOOR ~ SIDELITE ~ '~WR lIi""'",CA.' ,\JtCHI7!3C1't..RAL ! MA.>rut"ACTLRES ASSOC1A nON . MEMBER 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 baniers, 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. I SERIES 200 I HEADER & 500 SOD A A W#/~~%~/hi .////2'1)/// / 11 SERIES IIMTALLATION DETAILS FOR NON-EvlPACT, FLA1\GE, AWNING I A02!3 A TW WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using i" thick wood buckstrips: Installation fasteners should be a minimum ~" X 2~" masonry screws, installed through the window and buckstrip, into the masonry, Window may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the masonry, Fasteners should be located a maximum of 4" from each comer and maximum of 18" D.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than i" X 2i". Ifusing It" thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X It" 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 buckstr;p. Window fasteners should be located a maximum of 4" from eech 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 2i". Buckstrips should be installed using minimum \7;" X 2i" masonry screws, to maintain It" embedment, and be 18" D.C, ~IOR 1- //r- ,~~ /j/~ ~~ '//0 ~~. "~ JAMBS EXTERIOR PRESSURE TREATED BUCKSTRIP INTffiIOR . SHIM AS NEEDED -/ ODOR / FASTENER Ib... ~~ I"' " , ~:il~ t,. :1 : ': -J\..r- 1 -, 1 " 1 .' , ::.. : ~ " , . , " MINIMUM 'i" RECOM- MENDED l 1 ........J. -r AfTER INSl"ALLAT10N, SEAL HORIZONTAL JOINT~ BETWEEN TRACK . AND JAMB ~. ~ 11'-1 H ~ EXTERIOR FlLL INTERIOR VOID WITH MiNIMAL EXPANDING FOAM - IF PER CODE /\ IF NECESSARY. USE SHIMS WHEN . INSl" Al.J.JNG TO _ Ll KEEP PlUM!" '" ALEVEl '- TRACK <1. .<1 . SEAUlNT BEAD -~ v ~ '~WR lIiAMCOUCAN ! A. RCHITECTURAL MANlWACTVRBS "SSOC1A T10N Tampa, FL-(800) 282.6627ewww.NuAirco: MEMBCR J]';STALLATION DETAILS FOR NON-IMPACT, SLlDlNO GLASS DOORS IN WINDZO"lES OF 150\1PH 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, except door sill. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the door frame is fully supported by the buckstrip at both the interior and exterior. I ~ttll h: ;: 6L...!.11 II .h'6' ~ 3" <t 8 -t- ,I t- I ~ I I I -1.60 (- 3' 38 1 1 I I fr I U-6' ft 6'L I --3." l L l' 1 J 4_ 4_ - - --'"" SPACE EVENL Y - -'I,- - 1--'.. SPACE EVENL Y -~ If using t" thick wood buckstrips: Installation fasteners should be a minimum~" X 2~" masonry screws, installed through the door frame and buckstrip, into the masonry. Door may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. The width of the buckstrips should be no less than the frame frame of the door, ~ 6!:~1 !h'~ .. 6'L1II II , 1'1~~ t 3-" h' DOUBLE DOOR ~ / SIDELITES \ II I I ,- :(6' i~lq ~ ~I I - [168 ~} i ~ 13' 1 I .<> <: lfusing I~" thick or greater wood buckstrips (not shown): Door installation fasteners should be a minimum #10 X It" wood screws, installed through the window into the bucks trip. Door may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the buckstrip, Door fasteners should be located a maximtun 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. Bucksirips should be installed using minimum Ji" X 2i" masonry screws, to maintain It" embedment, and be 18" D.C. DOUBLE DOOR The door 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 baniers, 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. I SERIES 20011 & 500 SOD II HEADER !//~ //d; ~ INTERIOR ~~ ~. ,~~- ~ ~.... JAMBS ~.AfTER ~ INSTNlAT10N. SEAL HORIZONTAL JOINT~ EXTERIOR BETWEEN TRACK AND JAMB: ~~ . . INTERIOR SHIM AS NEEDED DOOR 7 FASTENER ~::f~f l" I ,I , t:-^ . I " - x.r-. t , 1 I : : i"l :' .. ... : .. " , ': MIN:MUM ,." RECOM- MENDED H H I""I-~ ~ FlLL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE .<> <: 1~1EC~. . <1 USE SHIMS WHEN INSl"PWNG TO__A '. 'KEEP PLUMB "'~.u.vtJ.. . - TRACK . SEAlJINT BEAD ><1' < . ~ ~. v ~ '~WR lIiAMEIGCA.' ! ~t~= ASSOClA nUN . MEMBER Tampa, FL -(800) 282-6627hww.NuAir.com I!'iSTALLATION DETAILS FOR NON-L\1PACT, SLIDlNG GLASS DOORS IN WlNDZO~'ES OF 150MPH OR LESS (per FBC 200 I) I Sliding Glass Door Installation: Installation fasteners for jambs and header should be a minimum #10 x It" screw. Installation fasteners for the track should be a minimum 1~" masonry screw, All fasteners should have an embedment of at least It", Fasteners should be located at a maximum of 4" from each comer and 18" D.C. for screws. It is recommended that alI screws be sealed to prevent infiltration of air and water. Product may be shimmed up to t" if necessary. ffi CREATED 01-02-02 120 SEC. MPH GUST 3 r , D E DAN6CO ENGINEERING, FA. P.o. eox 3400 .. APOLLO 6EAQ.I - FLORIOA - 33&12 ~ - (813) 64& 0166 PAX - (&13) 64& ca.6~ e6 401" f('\1l1ESE DRA\\1NGS AND DESIGNS ARE 1l1E JOINT PROPERl1' OF DANSCO ENGINEERING, PA. AND 1l1E ~ CUENT ON 1l1IS PRO~CT. ANY REPRODUCnON OR UNAU1l10RIZED USE IS PROHIBIlt:D - 2003 Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed. If it is installed after the door, it should be tucked under tbe sill !lashing and overlap the jambs and head flashing. LENNAR ~OME5 5CALE NOTEO DATE 01/02 DRAUN B.v. TAMPA OIYISfON The door depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine ifit is applicable. Additional flashing, vapor baniers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by ~uAir Inc. meet a minimwn of 110 mph (R30 DP) wind load requirements (per AA\1A 101); please check local building codes for exact requirements. DOOR 4 WINDOW IN5TALLATION5 \.. OE Joe NO, R1 - &021 &OW2-N ~ > ~ ~ :; ~ ~ g 9 ~ ~ ~ ~ ~ () I ~ ~ Il, i I ~ 'I ~ .. () ~ ~ 9 z; ~VI<I II!,.!:. /Wl.U:.lJ ~~~HJ~t- 16 IJ/la" MAX, TYP, AT HEAD/Sill. SeE COLUMN 'A' FOR . NO. or ANCHORS ~ AT HtAD OR SII.I../ ~ 2 3/10" ~wc. TYP. AT HtAD{SJU. CORN~RS - 4" MAX. HeAO/SitL rcp I ..... ~ Ii f~'D (I I (I II .... ~_ _~ ...___11____ .....-rr---..I'_...-- 11/, It - ',//. ---. ?f.~ u_w ~-_. ~ ---- OSS-ANtI. :::=::: GlASS ,__ II II !t II 11 !! 'H 111 II II It 1/ ___l'____JI. .._.. --wTI----'l'"---~ 1/ ,/, Ol'@- 11''//' E - II "'/; __...I..............Jl..._~"! .] ---i(~;~r---- -. ~ la osa..,aJUl. . ~ 1:= Ct),Ss ::::: ~ () $11 II ro 8 II H C7I (l.. :l 1/ 1-. .'" P t,d ...0. 'U;-o I"I~ "i'O I- !i: ~ ~~ ~~ ~~ :$1- ~ ~ ~u @} ... 1!; .. ~a. t i I I I 33 5/16' D.t.. OPO. 3G 1/4' VENr WIOlH n- WINOOW WlOTH ~I im ~~ ! ,,~ '/i'J ~1/ I;.. ~{J .fJ, ?{~ ~ ~.. ~ XO OR OX SIZES ~ WJNDOWDJMS A DSB-ANNGLASS mcr, (+) INT, (-) 4 60.0 67.0 4 50.0 67.0 6 50.0 57,0 6, 50.0 67.0 6 50.1> 54.2 4 50.0 61,0 4 50.0 64.9 a 50.0 54.3 6 48.S 4B.8 6 42.9 42.9 4 50.0 6T.0 4 5(),O 50,7 6 36.5 , 36.S 6 36.1 36.1 4 50.0 . 67.0 6 50,a 61.0 6 60.0 50.1 4 50,0 58.6 6 50.0 50.1 G 39.6 . 39.G 4 40.0 46.0 6 36.1 36.1 A ~ NO. OF ANCHORS PER HEAD & SILL' Se~lsS-SSOO AL1)M. HORI~, SJ./OING WINDOW pO~PARATIVa A~ALVS1S CHART BASED ON FTt. -1130 OF 07-21.95 TeST size ~ 7211 X 4811 (OX) DESIGN LOADS = +50..0. .4:J.3 PSF WATeR INFILtRATION Tes. 121.1J PSF !EST!:O GLASS:a Dsa ANNl:ALi:O WIDTH lillIGHT . 241/ 36tr 48" 60" 72" 24'f 36lt 48" 60" 7';.\1 24" 36" 4B" 60" 37" 53-1/8" .14" 37" 53.1W' 74\1 37" 5341 is" SS.3lS" SO.5!81' APPROVEQ QONF1GVR~TIONS . GLASS WIDTHS TO e~ EQUAl. ON MOViNG ~tjO F1xe:o UTES . ... . , WOOD "BUCKS Nor BY LAWSON INDUSTRIES. MUST SUSTAiN .. ,..HPICI\L ANCHORS LOAOS IMPOSED BY GLAZING SYSTEM AND TAANSFEA. THEM TO mE eUIL01NO STRUCTURE. IBY O~ aev '-\.tOOD !lUCKS . . tt' ,. :.:.:,' , " . ~ , . .. , .... . :,.' . . ,." . . ..j. - ~ ;':.:. . d :., ... ...J I :. .'. r . .il~ . . , .., ...', ..... .... ....\ ___ I~J '>.....". ..,. q '''.' ~''''''':':':j ~---#..':~ll": ~}.1 ~ .. ,. .."... '... -~ ~/f~ ":.'~'" .- ~ /F......., @ , <D-oi 3 ,- ""[,ft- - I", @jA f -@ ~ .... ' - 'WEEPHOL-eS-1 WI ... (l..1/2" X 1/4" DRAIN HOLE) AT 1-3/4- FROM EACFH''!mNO \Y2 "" (1" ~ 3/lt}" WEE? HOLE) AT 2" rROM EACH eND O. VI;. .. ~ G 0 ~ ~ ~ ~. !:J ~r a 11 A' r ~ il ~ ~ . . y 1 .... '. I (]) ~2 ift ~. / ~.@ t tit IV--:: ~ 'n ~ Wl- . .. ~lV,~ .~~ ... "Jl :Zi! L{g) ... ... .. .f . ..... I !to" · W :' ~, : :.' I -.. ' I I.......JI. TrPI~Al., ANCH~~ / ~~a ~ I W2 ~~~ -: ~ '. ~I a: __ ~_n~ --r ~ ~~ .. . . .~___.'::::J ~8',&',l 1YPICA\' AIICHOAS t .. ~\.EI7!S-- r I..e., i I :l I I I a.OOG I -- ~~ (j u rr rr'l.. f1\ -r 1.699. ~. -, I a,I26 L' oso l.Ie6 L4:J "Po -.J . ~ 1.".J ;106 I . . 1.937 ,Ma TYP. o ~--::j .69& I '--I' ";.WJL FAAM~ HEAD fRAME JAMB - .eta - I i L-y-r '3fL- 1,600 ..:-l ~L t'l'I', ~~~ J~ ~ ll-@ [1,343- . r:- ~ 'If I ,a: ,0&2 ~ 2.DS2 M62 TW, J II 'A n--; , . LUi's--. vtNr TOP/SOTTOM RAIl. FI:-;m MrO. RAil COBt4Ee FRAME 51!.t. r.-bfJ922l , ---r LO'5$ ,993 L. ~. rM3Bl .7~O -i? .s :;;1 I II :-fft. I f--~ ~ 1.610 .656 ~. I 1--1 "2------1 LI.oooJ r1.6:le-, -j ,16\ r 0 .: \ fq:' , r- ( -r, .'12J ,719 L.... . t ,o6~.JL J -C I.09~ . FIXED M,TG. RAIl. MEETING RAlI. SI!.1.. TRACK @ ... IB.,. 0lI aB~_ VOQD BUCKS 24" 36" 4B'f 26" ITE" 1 2 3 .c S G 7 e 9 10 11 la 13 . l~ is '16 17 lit . 19 2IJ 21 ea PAA't I L.7~3 1.-761 L-76~ L-7:S4 L-77l! 1.-7S1 1."756 1.-761 rHOS qUAN"Tm 1 1 a 1 1 U VE:NT I . AS ROll), AS RtOD. 2 ^~. RtOtl. AS RtOll. At RtOD. At RtOll. ~7'10 1'\ls,..OO3 . I'YS-OOS PVN~a4 L-72a 1..-163 l.-7tH . 1.-74a 1.-741 L"'sa3 GI VOO' a . a. I 21 I{tNr i! veNT IJl1)TH 21 ~~ D.L. cpa, r-......~ J I Y - ." [~~\ IiMJP-___~ ~ ~ ~1,5:la- 1,062 _J r --r ,ala ~ I ~I, .616 L ~ j,cooJ JAMB STile " '<..., ] i -c>il_ t-IOTESj - .. I. THl9 PROOUC1' IS OESIGNEO AS PER THE' SOUTH F1.0R!llA aVj~01t10 cooa: 1994 EOmOtf FOR 1olI,.\Mj.J,AOE C<lVNtY OR zoot n.omo,&, 1nlll.OlNO CODE. . /.l..SO FOil WINO .LO.4D3 AS' PER. ASet 1 lJSIUQ COflllf:SPONilIHQ LO,l.l)t. e. WOOD BUCKS rN OTHEM, Must at: oIM:HOA!() PROPEIlI.Y TO mlUf''ER LOADS 10 THE stRUCTURE. . . . . 3. ANCHORS S~I.L alt AS usn:o. SPAC&:O AS SHOWN ON OtTAlt.S. ANCHOR EI.I6EOMENT TO SASE: MATERIAL SHAlL Sf! SEYONO WALl. ORI!SSINO OR STUCCO, -- IlssenwtloN UAT.tI\IAf. t.WlF,/SUPI'U'E1l/REIdAl1liS fAAHl!: ~ll ~Q&:I"TS .. rRAHt Sill. 606:H5, W FRAHt JAHI 60~3-T5 .. FIXtD RAil. 6OU..TS .. VENT I4EtTlN'3 RAtL GQ&:J'TG" TOI' AIID DDtiOH RIIIL 60G34T!" JAHS $TlL~ 606N6 .. c.t.AZING BtAll . At.Vl11H\JH ROl.1. rQRl4tD fRAME/VENt A$SEH&t.'t $CRt\lS .. . e x 3/4' P.H. PI111.t.\PS n)(. RAIl. 511.\. seIlE\J! .. . e x a' P.H. PH1LUP!I VtHT JAMS ItAII. 'J'~TRtpPl~ VINYl. 1/.4' ilIA. ~\J1.8 F'lH SEAl. \lCATHEllSTllIP/,JNG" .181' lC .aw aaeO.6001..9) fIN seAL IJe:ATHWTRtfPmG - .191' lC .350' C7934..f.OOt-1) FIN St:AL 'w'E^THERSTIUf'I't~ - ,l81' l( .31G' C793tH001~li!) , VENf rAct GUIDE: VEHl ROUER !lOUSING VENT ROlW/\lHtEI. SIll. TRACK INStAT vorr I.ATCH VOO LATCH SPRI>>G PLASTIC PLASTIC BIlASS 6m-T& ~63.T6 .. AT a-1/2.' FltDH EN liS f.t IUDSI'^~ At EACH END @ c:,/l 'JD 14 lJllE:"J' :) ^f 6' FROM e<<DS .. ' @ ..nPICAI.. A.'lCHDRS 11.' SHIH tlA}(. ," ~4 ~f~f \..~ l-pl. ~ 3tP . ,.~. . - . , .' . ... .,. ~ (if to '11 . .~, , 1..' .' I \ ::.:-... ij ~::.' . ~ . ,/. :., J . . ~ (If '1 1. .~~,. . ,j.t . ...t~':.'. · ' . ';'.' w ")~~'JI" . fI' . ...."'rS 'II" :. ~~,.~~ :: 'fI.. ..........-"'l"". ________.5-V '1/ 4 EXTERIOR \I1NDCIJ 1J1DTH zo....YXOU1' me OP?OSIl'! .L .. J '~ ~, . ~ ,/,; .dP ' /'~ ~. ~ ~/V rnAt.A~ 1QP CORt-jER v - ROll. FORM EO ,AlUlA' O,l.AZINO BEAD .--Dsa lINN. GlASS AOHESlVt . S:EOOINCJ COMl'O\JNO /~ '\ \ / 1/ V~l~ j ',--~ - ~w ~!: ~rq ~~ t J2L~ZINQ .P-&t~Alt. D.L.OPa. .., ... ~.. . ~ ~ +1 I LL ~~. ~ "'. v~tjJ' ~Ol'/aOlTOM COB~!as S,cp- IJ /1) ~. V ~ ~~~j-A . . . cli~7 !~ ~~vV'" . I/~ _', . . ! FRAYe.eOTTOM,Y9RNEB - ,. .' " . J '.b,. ~ 11-$ ~ ~. ~ " ". , . ClIlAR ADli!SIVt atoolN(J ~OI1POUNO _3/\t.".ANN. _ GL'" ~i tip ~' ,~ 'I ""'='\- @ ~ II 10 S.H.S . 1W' MIN, WOOD EHSIi!) ,...lil S l/~" FADM CORNEAS ~ @l H10PqlNT -~. ~ SHi~"'" r14g.. ~ .~. ............... ,~ .6e~1" LhIP,'r.l @rsi^:' tD'. W....IIC. ,t I ~ _ ('-1M AOHIlSIVE BEOOING COMPO UNO t 1t~" 1 / I'r \/ II, \ if! JV U I tIA,- 2.~5Q. ."...~""'-,.. ;I lC IP,"'.1 WOOD BUCg "NOf BY LAwson INO. MUST sus,."m IHPOSEO 1.010.08 -:"" 1/4" SHII1I'1AX..- :\ 3/1611 ANNEALED GLASS FIN FRAME 2x WOOD BUCK HEAVY DUlY RAIL TEST UNIT PERFORMANCe SUMMARY . '-it 10 $.H.5. ,~" HIN, WOOD EMBEO SEE SCHEOUU 81!l.OW FOR ANeHOIt SPAClIla ITYP.I -' @ AEFERENCIE: IITL..1B9' 12."-97 TUT SIZEI'~. 51...1Ia" x 75-111" TeST LOADS~ ~94.S, -94,S PSF OS$IGN LOAOS1 .63,0. .6).0 PSI" WATER INFILTRATION iIlSTI 9.5 PSI' TESTED C5LASSI ~/l6".ANN~~l.m MAX. JAMB S~EW SPACING. 15-3/4" 8. 1e-3/4'~ . ~U @"'. I .3'tS" GLAiWo/Q @ UCPrH lSI'l't, WWl>~W WIOT~ 1/ 3/W'--ANH. ell.AS" '. I II ~ll~~Mif~Cl . :' @ . I / Ii I ,.ff ~'IJ" ~ . fa" t 'i c, \V 21 II j I A I .' PLAN VIEW .- . \" 10 S.H.S. W." MlN. WOOD (HBEO . , AS SHOWN ON et.tVATIO~ Q . 4.... /11.. ohl...a ~1t~a\~Ha~'i1fc~~~~t;' PCA -1/8".AN~, ..", .. . MI~. . "'~ S.M.:!,' GLASS ~O~~~ST'I ,~" HI~. WOOO EHBED \ C:U:A~ "DHf.$lVE 4 0 f ,." FAOM CORNERS \ ) fODING COMP07 A . (lIl WgPOlt1T \~ EHBED, .~< IT'(P.1 r 2M IP T.J 112S" . , ' WOOO SUCK .. . . ~ ...1IL;J1J~'.l. ^,J \" Ii' 11::.'...._-..; 11"'. ~ ~ ' V o [)..,r-r-\ 0 "'\'. "I' 17 _~ @@ I:~' ~ I. ~ v ~ "'- -CL!tAR AOHllS1VIl <J at:OOING COMl'QWC1a Jr IP T.) WOOD BUCK to..-.- . UJ A'~l HEAVY OUTY HE!TING RA.11. , .\ ,~ . i !~201 . ,II [@ " ,a 2~' . ./11\ . @ ~ 3 ~2.291'LI. o HF:ICHT . , --f;U4" HAl(. SHIH .....- . '~o ~c>< ... ~~~: .. 18 5 2 . ,Ill'l TVPICM' ANCHORS~ SE&" Ete1./CHART' f'OR SPACING . ~/16" TAPCONS WTa 2BY waOD BUCHS OR WOOD STRUCTURE . ,n MIN. PENETRAT{ON INTO ,WOOD THRU lBY WOOO BUCKS INTO MASONRY OR DIRECTlY INTO MASO~RV 1-1/4" MtN. EMBEO INTO MA~NR'( . . ~I.MtANTS: .' tACH VENT CORNER StALED WITH WHlTe: COL.ORE.O Se:AtANf, ,... .m · C1n r . /lI 10 S.H,S, . '11." MIN, \'1000 tMatO @ !i.1I2" FROH CQRNEAS . r. (ia MIDPOINT 1 K.~~ ~~ II 10 !I.M.S. la" HI~. WOOD !'MBllD @ 5.1I~" FROI1 CQRNtl\S & @ HIDPOINT lz ~ IP.T.l . WOOD SUCK t.r.'tll" LlC(~.T., WOOD eUCK HEADER & SILL SEOTION , I>.. ,---<L L''''_ ALT. SILl. SECTION -- .. ....----.. NOT~SI , 'THIS.WINDQW SYSTEM IS OU1GNEO ANO Trsno TO COHilL Y WrTH THE RtQUIREMENTS 01' THIl \9;4 DM! (OUN1'V eOlTlON 01' Till SOUTH FLORIDA 8UI~OINa COOE 19.J1.B,C,1 CHAPTER 4. CHAPTER 2), CfMPTIiA U, UNoeR THlt SPIlClI'lC C:ONOITION~ SHOWN ON THIS ORMo/lNG. l. Z lC WOOO QUCJ<S SHALL aIIN9TALL.liO rNOf'lJV l.AWSON INlI.. AND ANCHOREU SO THAT THB GlJlI.OIt~(J IUSIS11 THl S\Jfl2RIHPOstQ lOADS In ACtORDMICE WITH AIQUIREHENTS OP ,nt. S.P.O.C, . J ANCH~ OdCRIOEO IN TH1S LA YOUl' ARE AS PER TESl' UNIT. 01'HEfl , CONOITIOIllS TO BE ENOlNGBREO Se:PARATe:l.V. I. ANCHDR CONtllTIONS NOT OEStRJBI!O II. THIS DRAWING ARE 10 BE !NQINUAEO ON A SITlE SPlEClFtC aASIS. A..b." l ---...... . . j ....-;,__ I" III '. 4 I , i 31\6".ANN. atoAS! ~l:;JMf~a :', I /IIJ' f t.G'iJIl;;;~r -u~ , ~r- J~ i1~ IO~ @ " 21 l: ~VYDU1Y I A I MsmN(J RAIl. r! r n. I' ~Iill. 'j~ ~f:!r= t18 ~:vr~ I . I 2299" .@O' lr;1 "'~ SILl. . ~ ' m Hl!IQHT .6+" ~ ~ ". . . . ~y~ 20 I .@ :: '0 " @ ~ t.I8&" ''''-- ~fJ · e ~ :, . . . . *. I -~l1fi" It TAPCON 1/ @4" fROM CORNERS 4 '. 0\' 4 . .. oS 8 . - .4. d'* . J:I .'. , . I-ln.., 4 I. ..' . EMBED. .. .. ~ . 4 . ~ 1';710" HIN. . tOi~~,t~~'t' JII6"ct'tAPCONS ~ ,.. PROM CQ~tU!:lS . 2 r- 'fl." HAl<. ,....l. Sl-i111 '" '-- ~at.r. ><~ II lB 1H,S. 1$',. HtW. wooo tHB!O (lIlto- fROM CQ~jojER!I Z IC IP, r,l_ , ,I wooo eUCK--' HeAD~~ & SILL SEOTION 1.8'$" t'lOTi:SJ I. 'tHIS WINOOW SYSTeM IS O!SIQNED ANO n:m:o TO COHPI.V WltH THE MOUIRtHtNTSOF 'rHlE In4 DADE COUNTY ,EDITION 01' tHE SOUTH. PLO~laA 81JILOINO caOI! 15.f.e,e,J CHAP'l'ER ". CHAPTeR U. CHAPTUl35, UNDER TH! !;lltCiP1C CONOllIONS 'SHOWN ON Tl'IlS ORAWlItO. ~. 1M OR lie WOOl) BUCKS SHALl. eCINS1'At.LED (Nor ay t.AWSQ~ INo.1 AND ANtHORED SO THAT THe BUilDiNG RESISTS THI SVP!A!MPOSEO LOADS Itf ACC~O^Ncr WITH REQUIREMENTS OP Wn S.fI.9.C. 3. AN(HOA OESeRIDf'!) IN YHIS LAVOUT ARl! AS I'ER fEST UNlf,OTHf.:R CONOITIOI~S TO sa ENOINEERED SEPARATE/. V, ~, ANCltD!\ CONOIT)ONS NO'!' OUC~ie(O IN THIS ORAW1NQ ARC TO DE ENGINEE:RED . o tot A SIT! SPECIFIC (MSIS. . NON:!J'i1PAOT RESISTANT' 3J16".ANNeAUD ~~S8.HO flAIL WiNO OW OOMPARATIve , ANALV81S OHART W!/':O(JW OeSI<3N LOAD (](MeNpIONs 'OAl'ACIlY. PSF ~.~TH t1tlll~! POSITIVI tI(<IA TlVE ,..CI'lll 6Hlknl IM/lI 63.1 SaU 1...........,.1 ,. I......... .. . I 2&.111 U 6:1.3 nu 3; u. III . 6;11 .Uti~it~... .. 's;;:,j;. . 6)13 he:. It-lIl OJ,) '1M u.lii' 'Mil ., ','J,! 'm:'" ' HII3'.". 'st ....'6lj:i'. is':, . . "st:.,;tt . ,.., q \H,~'. . "4flf .' U~ )1'" 2':'''2' &0-5/4 .. I 6;:iM~. "'ioif" ....tii.H tst '. A':; , .. '.1'''0' .' . .,. .........H.,.,.. 'f4 C~41'j'" u~v. 6).) 6U It.1IS OJ,) 203.4 2S:V; " I. ,j:J.f.... . 'UI:' ":11 ' (51 . ,'u .. Wi.I . fltlH UUtIHtII' , , .. ... n.lI. ".J , '7&.S It.1I. 6U 1:~'" ";a:ii'i ,,"",'J,j iu.1' . " f ". .. '6",,1 d ,t .fH';i~:; IIn..... . n.". 611 11.2 ".VII 61.1 IOU 2,t~.ti; 14...1/4 . ,jJ .. ,.. 1"';>>.1' . ;, m" ;j.i n.s .,:1:"8 ,;:,n"1 6t' tltr,IU PAlltNrnUaS 1lI1l}t"ATtS Ilo. all "'litHORI Ptll I....'" WINOOW WIOTH . . N.T,t. 204~1\t."ITYP.1 _' TVP.I _ T '(Po I- , ~, ,. ""01 a1i:4 e~ <(0 . r@~~' ~e ~~[ ~ 0, .\l1S. ~!" iii~ o ' Ij! ~~ ~1S ~f! w ...I / ///. //// ~./ ., .J II / ' {f~/ C?'if 11. l:L4"'/2~ Irypl. ...:.- 6~fl2" HA~. IHP.' " :.-- ..' ELEVATION fIN fRAMe SINGle HUNG WINOOW _. . ' 1]( IP.T.' WOOD BUCK APPRovro~saOMPL't'iNG\\UH~~ - . HO\' o't LAWSON lND SOUT!tf.LOnJOASUILOfNGCOD.If HUST sustMIl [HPQS(COATe"nV~Mhu' -,1'~ 1""'0\ LOA!)S BY. ~ ~ , ~cO"~ · IlUlWllIO COOl! COMPUAN~~ ma - ACCE?TAH08No. Qt~ 116'.1 ~ '-,: '. ~ H t13/1il" ~ T^PCO~ A ISEt! SCHEDUle:' r . BELOW FQR NUHaEA 01' At/CHORal . WrNOOW W10TI1 fl4" SHIM MA H.T,~. I :4~/1&~, I i0 i ~ :r~'It... tTYP.l ,..' HAX.-r- 11''1'1',1 i -- Ii :;!, :)... 1Q'j' f3t:. ~a . r i_lQ\;g ~~o ~f4 !- g F.I~~ ~~ ~1lI r~ "'w ~2 -i'ij U - c ~T'YP.) /aN MAX. (tVI'.1 oJ \ ~ . ~k"~' EMlno. .. / ' //// /// ~ / ., b~ .. 'Ill . 0/1 -..I / # {f?/ .. . . ~ .~ if I .J EleJATION FLANGE fRAMe SINGle HUNG WINDOW I' 7030 NflW. 37lh CT. m. "AilATS O' N MiAMI. (LOAm 33141 ,; . Y y (!OS) G96~a&SO ,I; fiOOSTRiES,tHC UAMJrACTURER5 or WINDOWS , noons :"' ft 61- I 6'T -I ~} THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST RouQh openings C\re 114' sMC\ller on eC\ch stde C\nd 114' sMC\ller on -the heC\~er thC\n stC\ndC\rd TherMo.- Tru rough opening diMensions, Use only C\ Mo.xlMuM of 114' thick shiMS. Predrill the JC\Mbs C\nd heC\ders using 118' drill bit. PredrilUng increC\ses structuro.l perforMC\nce. Use only 2-112' wood screws (#8 C\nd #10) when securing the pre hung fro.Me to the rough opening buck. Dry,wo.ll screws, deck screws, o.nd no.lls o.re Insufficient o.nchors, o.nd should not be substituted for wood screws. Be certo.ln of the nUMber C\nd plC\ceMent of C\ll screws securing the fro.r'ie to the rouQh opening buck. Consult the o.rchitect or engineer of record concerning fo.stenlng the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16' DIA FLATHEAD TAP CONS ARE PROVIDED SPACED AS SHOWN, THE T APCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAMEr. 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS. {..'.h' rt ~rr L~: I ..16'6L III II P' . If Jt'~ I :..16' 6L I I I I I 6.S' X ~.-~ I~ ' I ~ I I I LID' - - - SPACE EVENL Y - - - -~ ..,..- SPACE _ ~ EVENL1_ -\ -I 1- J 6' 6'111 I I I ~J ~ 1'~1 6' 1- 16' 6,r II J I I J6: 3'J SINGLE DOOR II I I 1-r6' ~~I U~ ~J~. SINGLE DOOR W SIDELITE SINGLE DOOR \// SIDELITES ~~~ ~~ '(..' ~h ~~~ l' ;.~, 6-' 1:' 3./t~t .. fO-1' I " .. l' 6'!- JI I II ~ 6't: II I I I \ ~Lr~k~ 11 !1' · DOUBLE DOOR I.J / SIDELITES ! . 1'1 '1 I ~t-3-': ~ 6'L I fr I .=L6' ~' l' 1 I .1 I ~- :... ~ 12 ,~?) = - -~ ........ II liD ~ ~~ l::l-~- lY 13 -.11S" Clt.AtING@O DItPtH IBITr} . ,WIN TU PLAN view 3/16" ANNeALeD GLASS ~~~RG!J~~6 BUOK HJ:AW DUTY RAIl.. TEsr UNrr peRFORMANOI:i aUMMABX .. Re:FER(NCfrl PTL..,89rJ 11-a.n · ........., l( IP,T.' TEST SIUI 53-1/B")( 14-114" ~ . /. WOOD BtltK TEST LOADS. ..9~.', ..94.5 Pst: ..--"'" 1It.- MAX OIiSION LOADS1 .63.0, .&3,0 PSIS r' SHIH' WATt:R INPIURA'J'IOJlt lEST. 90S PSI' , I nSTEO Gt.^SSI iUW'.~NNtAL!D HA:<. JAMB SCREW SPACING '5-3/4" l!t \7-314" NON~IMpAOr. RESIS!ANl; 3I1lf.,6,NNEAl.EO Gt.ASg.HO RNt. WINDOW COMPAlWnVE . ANALYSIS CHARi WlNOOW DESIGN LOAD OAPACnv. PS~ OiMliNstQN' WOOO 8Cl\EWS ('l.c MOD 1:l\Jel\1 ToYeONS (fM waoo auelO TAPCONS (tlt WOOD Buet<) ~f.Or!! tltta~ ~!r!.~! pOSitIVI 1t1ClATIVC QTY. QP POSITIVI! fiEllAT1vl Qn'!.'?! PllSl1wr flto...mt ...,..., tf<(M'" ",C'HW'" S.AEI>" . '''.1/m 6).:1 ;n~,1' 1M lH.olr n.... a'o.& .""t$...... . ., .. ,...",..... -11 ..... ,. . , . 2..,11 /11 6).1 ,St.) 1>1 n.1 10'.. IS) eu "),1 : ,',:: 26 fW"i'~~ .. 1 ~', ';r".; ..: !~~h" . "" ~f,j: ....I&'~!ttUl ': t;'i,&j; . $)-\10 63.2 1U SU 11:.0 .101 01.1 ,'~~,1{.' f 6!1~ t. 'd~~~~!'" . 6)J , l!"!'~ .. 6J'~III.' Ii .~~"!~ 2~.1I. ,,-m m N..f~:! '. 11M. ,151 6!.~ .. . .!I,':1. 11' ..".t~t. 14~,'t '" n.a "... . 'u nq au 111.0 uu,. ... .,. If H'" . . u .. ...... . u . . 1 , n"l/' n,~ 0", 6U S'" eU 1202 1!~~~!1!" ~1~1..... N' ~')~~..... .,!~ 1IJ.6 ~.:tl! .... .'. ~?Jt!. .!~~.".2 510111 tSl "~ N . \Ie:',. ISI ....~.,:~~......, "~!:2 01 ',H . ~z~ 9 )1 n:l'U U:lI ,J,t n.... 8'I.t. .. H. n 'U'''''' I II '.U' . . . . . .. .. 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I 11111h6' ~~ 6tr -I !n1 l-h6' ~ .3l! ~f- !f..' 1:.. j DOUBLE DOOR & CREATED 11/11/02 120 MPH 3 SEe, GUST , D E DAN6CO . ENGINEERING. FA. 10.0_ ao)( 3~ .. APOLLO BEACH .. FLORIDA.. 33&12 PI-4ONS .. (813) 64& 0166 FAX .. (813) 64& gocas Ee 4&~ @'mESE ORA\\INGS AND DESIGNS m TI1E JOINT PROPERlY Cf OI,~SCO ENGINEERING. P,A. ANO 'mE CUfJofT ON 'mIS PROJtCT. ANY RrPROOUCllON OR UNAU1lKlR!ZED USE IS PRDHIBlTro. - 2003 ~ l.ENNA~ f.10ME8 8CAL.E NOTED DATE 1I/~ DOO~ 4 WINDOW IN5TAL.LATfON6 TAMPA DIVI&ICN PR,i.\lLN 6.V. \.. DE JOe NO. fC'M - ~1 .) &DW2 ..L .~19.qgf.LANGIi FRAME a1NGI.E. !:I.lLti~~X{ TEsr ~~m!.-1 UNlf P:!il1fP..J:llMtlce SUMMt-A'l I ~ I CAUD IlN rn... UD~ , [ .- 'Uf~rt.Ull...l\ 1I~.,fV.lI~llloVtIlI , . . . ,tSTlGAOS. .'L.t..IIJ PV lfo Oil ,. \oID.DIICK - J'. '~ -@ IlIStQK ~O'llS, .n.., .,M PSI ~I(',~ r II WMUlNII\TMtIOKTUT. ..sup '/i'/' us Ha "",,u . J;,i...".r!1 fP fjj'\" tlAlC. 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'Oleo ~u~u 0.10'" .01. hU." 1.199- '/I,. h!t . UU' d.11I IOWo.l,t.1uol tUtlnrO 1I;.~ SIO+llOHllW OOU.TA tO~4" ..I. h.... U9~.ltI'. 'Olt . ",eo. dU, Icwa. "1..,150)1 ~j~ I\ttl~la RIl!\ I1tl~ 1l1l\lClW GOU,U tOT"" PI. 1111, "'U~I,' "".ltn I ..,00' Glt, to'da. h(.lSOel U Xl.li' tOij~rAUC'IOI!I AU. ALU>1llM1 SnTlOMS 10.oU" Irl'o ....ul, Durr lOIN'. '011' AHD GOnOM . ~cm conlitR~ Mt $(C\JRro WIT If tWO U M )/l" SHttr tifT..." SCAEW'. 'r'hl4,ret'll f.ft,.. ~uM Attt(.J n1"l'\t,t{)",~ J 2.U ~: ~~~ ~~J ~~~~ :::i::: ~:::: :::: ::~~.: ~~:: ~:: ::::: ::~::: :::: :~~~ ~:~::~: l.~,t QOI1C1H IIAIf,. HOnOW lon.a 1.DCO' tol. Itct." liDo"IM.laU. 0.116" ~..o to~~ "1..~~~1 U.l JAI',Q RAlt. aouo IOU." 0.122. ..1. I.e.. .1.000",.1.111." u,,' ~ttD 10 n- U \JtAT"r'.nRllllll~ ~ Il.LI 1(1. rl..-: M.t Slnt!a 110'; 0,1,0" ..Id.. .la'~" WI~\. CUlO 7.\.2 $ln91. R.\I G,ln' wid,,, .nO'No" PI\t WITIi IflTtlllT^1.I'1.ASTIC f~1 U.1 SltIV1f R.II 0.1". ..lll', . ,IW 1>1911 PII.I \.11tH lIiT~IlA\. P\.UTIC fl.' M.l 'I~r.c tlA" o.il" "", " )111" h19~ pl\.C WITH IIIT<<n.o.t PtUIIC.Jl'l U~~~Ol""~ ~ bf'!tI.,f~U"1\# 2 6.t . ~o SPRIlIO!. f'IIl.tN 0111..0."(1' IW ('",!,. -1.4.1 'WO SPAlHCI LOAetO AW/,\II~1i ,'~lC LotI( ekC lPIlmO LOAOtll _tUI1<11v.'1 KOO!< ~Otk U,S FO\IR PlASTIC YEH1 ~lTt~IOIl 'Act tl\I1ot . HI.I1 I'turtll I,U two ; srcfl. TMC.ovr aAtAIIC( nlll _11,1 Co"'~ U.s two' 'QALAIlCE DIJIOC" '...11. 11U1 Pll1Hn I u 1'"'0 "...e"\)' 'I1APC vwr STOP . .W~OItc.' \(;tI,1 Co. I.T ,"'/!PI'O\U. ~ ~ DtJt,I~',"'" OIlC AT tACH WC 0' $1\.1. st!lw~ UTAmCrt A' I WO I' wctP ItOTeI1 T(MtlllA TC SM HAIIGC ') \11" (.I.. fnOI1 tA Wll TWO ". 1/tr" W1U''!t01.C Iii . IIONt lIseD A1' T[$f" '-IOII\,I' fAlSE. OeCoRATlve tWlllUiS Ant A\toweol ~.1't:l't.'" 1~f)f'1 ~t~ "1t,..J. 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CUCl1ll'TlOll L.Uti , I~/JIttrA,UjC HtAO ...1101 , HAllet flW1C S!l\ t.m' , RAlIt:UAAl1( IAIlt t.,S!' , fill tRAltt ~rAD t.mo , flllrRAkUI\L L.'UI , fUIIAAt<( IAIlI L.U03 I fl1Al1t fOlta AM.' SlD. t-"" I Vtl(f to' Il.ll' It II. 1.,106 I 'AJ.Hcr~tO 8,1.1\.. fUt, t.m' I VUlf1Ol' U". fUt, ""H~ t VtllHOffOliftU, l.ml I , 1Ie1lf IAKaIlAIl. L.IN AU1G'O ril.AZllIII DUIU ""1 L.UIt AutO'll. tllAllHGUAOU/lt"1 n.ool' 1.$ ReG" IMIIt Aut~t" S[jI(WS fS.Ot' AUld'll, llI1t^U.4(fQ~WlCWS 'S.014 ASRCCI'O. illn~t~ATi1lJf<<~t\4S t.ml Ai RIO'o. mtOft R'" ~~ wts1 MiS.OU A'titrO. Uf s(At. wtAIIIU.Sllf P\lS~CS AS !ltli'''' tuI SC"lI;C1.I~Cll.SfIl1l' pws.ou AS Rtll'l). III seAl. IKAfHtJl.STIUP t.UlI AS Il{Q'O tJlICll10UAUttllllftllf t.ll!) S A(O'l). llIlll\108 rAU( HUIlIlll t.m4 ~SIttll'll. S/.$lf .J1H\l>DC t.U2 , SUII tOP C\l'(lr /CA/1 l.llU' IAlil SfllP c.lIn I 01.J)(1l & TAtAt Q.M,vItS t."'2 AJ Rto'o' vtll1!.A!(tf t.m) AHCO'O. \rtHl LA \(11 $PlU/IG uliC~H . . G\ At.s t>lAAf 11' StltM.'. unCO/ClUnt t.lIU I PlIlI11UCI LAon ">, ... _' 10 \P.f.'.....OOa QIICH I/O' U'l' L"WSQH lHO. MUST SUST ''IN 1111'95(0 . lOAOS \u 10 S.KS. ~. IY,. H~l. 10,1000 EHotO A$ SHQW~ ilK nEVIlTIOIl ISt( S(lt[Ol1lt llnOW "Oil ,- . ...... 14\JHll[R 01' 41<(I1CII" "14" ",I",. '11 10 SoM S. ' fGE 01''1 ,,.... f111l. WOOD CMt!C(I . ltC 1l 1'11'07/1 l-:~'(P. f I 'f ~"J,~g~J~~rtHCRll - ~. tr f~i!~C~NC . ............. . F< lr" fa Ip.T.I X T.\n"... ~ j 101000 lltl(l( l/~" HAlt. ,N.. ~ J SHIH J /' I Ii] / ~ ^,~ ~.+'r-'\.~ - ~ "'--C1.tAIl...DHU1VE h\llf.l / llEOOll4a CCHPOtJHD WOOTl 01/(1(-/ "......NH. alA $!I 1" . uo.. ]/l'-.AlHl. . lH.A~S . ,m' li~!:%J~a 01~1H ""ft. ? . I /~ I r--~' '"U2:~, ~j @ I @ srANOARO I I MEET/NO RAIL : A .Hr ..r-- .4J 7' !-~I!"r ~jrl . . @@011~I-)RMAOHts\VC ;.c: . OtOOlllG COHI'OtrnD I \8 I q mtlOVl:aASC?~lPLYI!lOmrnlHi V' . I _U SOlmln.ol;\lOAOIIJloo.'I1eo~ 60) ,I ~ r1l ~~a9~~~lfT~~~~~O ~-b' @ 71~' al,l Q) PI1OO\.1CTCOll~iOMstOtl ~" fit, a .t Wilma COOl! COMi'V,Q/tl! Cl'ftet . u U1ll"-... . ' ACCEPTANC5NO..ot..1I0&'.Ot... P= r .'. @,' "-- -- ~ .',. ". 31"&". TAPtOllC 'h. -. (!) ...lIl."IM)(. l..~ 'I} .' : C","IAOHtO~NtIlS .J.SHII1 I:." '.t . ~ I .. ~l\M'j,Et! ,.,..--:: ~ - . I,T/I" t11". .. ...-- ~ .--.... to,OTt ".'Sf. '.II'.TJ 7', 4 I P. WOOO DVCt( ~. kiN I/lo"~'APCCItS ) . " · -tHHO:' r;Jt'~R~COIlr!tI\S- . I G'., f. ..' HEADER & Sllt..SECJION. . V?a"tn~. 4 · NOTE ?I . ..;. . COOt "1ST. ,:ii1" ~"" , W S'l'lITtH IS DI:$lGNtO"NO HSTCO to ca~pl.'l' WITH THt I. ~t~~r~~~~~~& i~ell:;J~~l~~~r;~~ ~?t~~~ftR T~~ ~~~J~ER n. IJf/Olft lHt: SPEcIFiC (OUOITIONS SHOWN Ot~ 'HIS OAA WIt< . t. ~~~~~E~~gDt~~'n~t~&g~~~~~~k~~ ~~l fJp~~~Ut,o.U'A~S IU J,CCOflOAme: WITH ReQUiREMENTS 01' I99L '.M,C, ANtI10lt CUCl\llIta Ill' nuS ""YOUT Ant ^5 PErl tEST U~T. OTI1f.A . J. ~~~1~~~~~; E~aT\l~Et\~~~e~~'::~~~[;ll'l'AW1NG.AAe to "BC iHalf;[tRtO t"~ 0,., A Sue SPECtFtC 81-!it5, . .. 4 .-- d 'W .. ~ . . ~ . "'. PLAN ViEW I ...-31"" 4 TAPCOIl 1/. ~ I.. tROH (OASElli , 4' . .1--1. rio.';1 . /. ~OOD &\I(J( .-I'~"~lt. .. :t i :l f , . 4 . . , "> K:: @ ALT. HeADER & SILL SEOTION _ ...-...... l -', . Hl!. Il4 PA~tKl~UI~ \llbl(A Hi N(l. 0' ~HtM1\' PUt ,,,,,a """ SHIH 1'14 " ,- .. ~ ... /.Jll'~ 1:1 TAPCOIO IS,! SQiElMt otlO,", f POR NUMQtll DI' AHtHOIlSI . . . ~1l..1'II~. I ~ 1:t10(1).' .; ~ o ... l2 D w ... - J . .. ~m \1.110 ';i. lit .-;1 'itol/i 1'.11' 'I.PT ~ij I n:ii.' \,.I/a ti7vi' .. ).; ........ U.\l1 lI,va i.:iti. . ii' , ir.'/i \f.II' '2,.iir' 'il- 'si:i,. '''''I i..,,! i, . \J.\" u III n.;/I . III u 1'1 II 14.VIo 111 NONMIMPACT RESISTANT WJlt8~H > .a ~ ~ ~ N - ~ "" ~ ~ o 1 ..J ~ ~ ~ ~ ..:ll ~ b ~ .... 8 N a ~ ~ ;...l !9 Z ~.T.f;. . f~0.lrYPl ..-- ..J /// ~~f-;/ .. Oa 12 .. ..J / . ~f?/ .~ ~ - ELevATION FIN FRAME SINGl.e RUNG WINDOW. 4~\l2"' H;t.X'-':- rl.M IT'fP J .. I. ITYP.) ~ I"" 5, 1O~ ~~ ~~ r ~~; 5 ~~"' .S1S" :~ o I iii;! ~~ )011 ~e la D.I-t I.:/I.~ : fTYP.1 . ~.1I:r. MAX. . 11YP.t SERjeS.7600 FIN f1.3AMS slNGle.J:1llli.ll WINDOW TesI ~~::J YtID:.efjfU'P~~~N~a: Sl.IMMAaY. r QAseoo.-.m.-ml . .J -@fUfSl1h'~II""Ut/a' "~IfI'Ovtilq .' ~ '" r II 1t1T tCAO.. .1',1. .1U PU II. wa. Dllelll ~-;(".'/. OUl1P4lClUlll . ..u. .n.. PI, @:'-'~/'/ WATtAIlII-"nA'flIll4Tt$ToUPS' II "/". TtstlOatAU. uw-tlM~llD J KAlt.IAH'ltn~ PACING 01$.21"" \f."~' llltJI. OMWiH~" cr-4n. "O,)J [I J ,t~?J ' eAStl) OIHltolUC ' ;oj!. lnt ~1C'" II'" U' .IIN II OYtl' \I I@ ~ 1tl't LOIollI . .n.'. "".. '" I II ..0. cu(1\J C onlOllL~S' '41",.~I.1PISllr" lUTtO llt.US. ~J!""lI>IH__.. I\AlC.14l1' S(Rtw ,,,,,",0 . 11' " Ih ".. .J !l1U'. OMW1ll4" .,.cn., or 1) _ ...LI ELfiVA110N fJI flWAua WoffDWI .1lAll.St \. t1,.l.,UH1M' OAAIoi1ll0tQif flU WITII t.AWSDH 1/10. ""IlI<lICZtvtCW' "UOCJA.H..lItt. I. A\~ rciolfll WAi PWDAIIlO A' HRtlTAATIOIlI(f,ltNO tADORATOl\., tlfU tlIA\EAI1, pt,. nWMKS .INOEX WllIOOW llt5Cl\1I'lIO>> )/W ll\.AlS/flAllOe 'l\Al1t/~1l RAIl. UU' tIlAU/,IM tIW1tlt1ll 1\1.1\ . 1/1'. G'AU/'LA~C FIW1(/S.tO .WI. Iln Gl.AlS/lLAtlOt fRAI1t/11D 11M. elll aLASSITLANO( ,1\A11t1STlIRAI\. all OLAU/'IJf fAMt/,11l RAllo rAoetl~ :r J " S 6 , nou. fDRk10 AI.\JIQiUI1 ~ou. FCAHtO AtllmM'1 .,. 31~' PJt.,l1ll.tlP' IIh r PHUItS R10 .IV~' Pm.l.IPS "" OIA. 0111.1 .IIT'U\t. \1110. 11I1<11 .1))"..JlO'lIllt.em.ll. .ut"r.J10'11110.1I1t.1J II. YlIlf 1_111 AA\I ~WtHOOW-:l . Io/lOlti a. T.I:. . tGt-uW 1 A L. Hlll(' i ITYP.I ,....- . . - .. 3.1I~;' lfYP.' ~ Ii ~:. 117 ~\: ~a r .1fj\!i8 ~5~ w l.. _ I~ / I ""/// ~~/.(/ t .. o .ai,. S!' <lI~ gt1 ~~ i~ oJ . I' {f?} (y) ~ ! ..f ELEVATION FLANGe FRAME SINGtJi HUNG WINOOW IU !., t;YP.1 ~" HAlt. IfYP.' It I n.J 11". '-.).1 .. '''."..i ,',1 U.J I it., wt '-Lt. t. IU 11~' . .... ,'1..... . .,~',.s '" .u .11.4 m , \. t~. HIli. WOOD tl10ta , AS ".HIWIHltHLtVATtolf I::: ::vu: mow fOR ~t1&."HJ!A" "It I~ :I,/1,So .N1JHDtR 0' AllC!iOIU) r;g1t\~'ST! lW Mill. WCOO tHUD \ (UAIl AllHUm: , IT. I IiU. PAOli COAlltRS 1\ EOOjl/j) Cr>>1Pa\JN d · to ~ M'PPOI~' ,\ EHr'o ............. R'r2WI,.T.1 \' lf~~ ' ....... . ., WOOO pU(l( , ""-HAlt. ,} ,_ --l J .-:.1;......-:- ~ .' SM1 'I' , "L >; I .:" _.. u. / ' ..:.... II . 01\t I ~. '-i' " \ ~ ~~ I .~~~AAAO!tUIVC (J JlW.ANlt. DElllllHll Cot\PCVIIO, Ill" T.l ril.ASS . . '-'000 DUCl( .m: 1:l1.~~pl~ I I . cu.THfai,El / ~ , Ie IP,1.1 WOOO !I.ICJCt -- NOt 8'1' LAWSOI4I>>C1..Jt \1I1Sf S\lST "~'f Q1P(l$.., ..OAOS d r I.. HAX-'- If'l'p.r"T- . ~...'1J/f8f;( ~ I iY i I I I I - .. ~ r ~,u". IllYP.! J i c.... . ii5~ ct' ~~ r f@ i! 13 .. . -1I.".ANN. llI.ASS 1I1o"SItlM HA,.. _ '. '1I t fiUt"" 0 tAPCQN' IstCliWEPIJI.S 'llnaw fOR tlUl'\ll~ c~ A1'Qi1SRSI /// ~~/-:/ .. '. 4f' ~ :J .~ 1 ~~ .. f1 \ :.. . . If a III.. UlllCQ. .. .J '<<l 5 - i I i :0-1," 1::" "7 . !i j~ . .. UI.. 13 .)15" tIlA%~a otPTli 101m ~iHDItI..l \.JI"'" , .. ) @ ~, {f~/ PLAN vIew ~ .1=, lOt. 'r-.If ~;v @ fr\j ~ \l~ I A It I'rt~ '~7' .~. kW' @ I~L.tlll ~ 2.'l tM @ R' ~ "ID ~~~Ilt .- ..6,~.......- Ill' . .. '(j.~"~n!tJA\O GtAsa rnr~ ~lUOK . PI! IstJMMAP.V " Re:nAINCf, PTt..T&tO '%.8.91 · .'-' IIIMJ n;sT atz~ n.t".)( 1~.1I4" · .a /. \.IcilliiivclC TUT LOAOS, .9U, -9t5 PSI' ~ "1.'IiAlt: DUION LOADS. .&3.0. .n.o PSP - SHIH WA,"ftA 1N1'lt. TA.A.TlON lUT, 9.5 PSF ........ TUnD Q1.~S$1 !/W"A.NNEAl.liO HA~"'l1lJ StAN SPAClNlH t5-1/"" &. 11..1/4" N.QtHMPAOT ~SISTAN'r '. . 3/18.J.1mtA.l.ED G1ASIHIO IWt. WlNOOW OOM1MA11Vlt ANAt.VSlS CHAl\T . WJmIOW . 0 SIGJ04 LOAD CAPAet'lY, PSI' . . . QMllSlilIfS wooo ~'S jtl WOOll EJllQ(; TAl'<<-NS [fit WOOO DUCIQ 1APCONlI (11! WOOD IlIieIQ 1= t ~Mt 1~1:i~' PClITWC HW,,1Vt ~m.:. PO$lltvC lICGJ.frni111J" I'Ulf1vC IIt~~tlYt '1,.va ,U.3 111.1 CU I\U 'U t'''' H~"" ." '1~-'t-t''''',<Jo.~ ..,,j' \1)" .&.V1 tU ... ~."1 w ' ~:t" . -:1 UI ,,.... tnMf*' . ,,,u,;,, . . x," U ()I au'" ~ "..., ... !':l..... ...,1.~ I~.), \tU ;X.i7t .U . no&. . ,U 11.0 n.).u ".111 au &u.t . llJ j.J~ ,. 12..-. .. .!!~'!.' IlUI.tlI'" , . .. ...., ::.......... If .'J · 117.1 '.. ')~ tu.T ,&.\11 JI.lIt ($1 6?.J" It..." {$.I 1"". ......, l~1 ......('..... . 'n ....U:; lIU . S1' ~,. ~'" !l~~ 'ii':ui 'IU . l,T' . M ii" su 'U U1 ,,.VI UJ ".., I~ \aU . ,...!._ ...!!J.t K:,..... ir;" "',;u- ,u au u.s trU JJ..'1 1.""1 u' . II.. .. .. I . lS1 .......-- ...Hi UJ it) .. ,te. .. ?1 . '. J!J.." f ,!'~. II ", · ,4'. .. .. ,at .... . ....:,.. , IJ.lI' U.I.... ... '"1 U.' tr."a II.J ,0..' .!H...., _l?~'~... ""~M' ,,1.0 i;~'VI ";i';- ,t,:i.t .t,,... _~ tn,; . "'i," SI . (i' 'n:;'" 60t \o'j.;" I C., .ts' 'f.' te1 ."",ft... 'i;.4 . 'ss.vi 12,) .. , ;).11I '-'~i'U' ---':u'- ,~,t.. AI,LJi~ADEft.MlLI.'SeQlION ".11'. . U.J '12.1 IU IJt.O . !J~J. "'" "2'~UI . '''1 \J1.~ ... ri~1" . ;In I ' ... ,,~~. ut.', K;;' 6) t1l . li,- . irr.i'" III UJ fL. " U,J .U · IX."I. ';J ef.t . 'r.:;'" sa.t. IU ".' . ".1ft IU. 11..1 aU ... ~.;o .. U,J IS\.' 'U'1I1 I>> Ul.t III ()oJ 11.1 tU n.x 'g',s.. . JI n.v" ll'I In en'. ,u '\IS. . !' I. ~'t. lID.l>I PAPL4lt",Ulll~b>CA TtI "~OJ u~j,,~ Sf.. '1f,I ." st.s S'.' "ktltUU I'ta JAMJ " ~ 'W I Ll L. t;YPJ '''HAle. 11'1'1".1 \1;J.u 10 :Ji. HeAWDUlVI. ,,!E!TlN111W -: f .~ ~ : ~. I -)/1S" ~ 'I'AI'CON 1/ ~ "" PIIQI1 (ORNt~ll . '. ". . .' , oJ , . ElEVATION FL\NGB FRAMS SINGL!! HUNG W1NOOW . . '" '~ .- ......... .'1L-. ~ ~.@@ . . , . . ~l C1. ., ! f"'" \y r"'- "AX, $HJl1 It 10 U1.S. ' tl\" Hl!l. WOOl) tl'loto -.... r.tMIlC.c"' . . G' '" PIlOH COAllER. :, L>........ V..,. e~Jh.~tt~ .... '~. 'I. r: .4 1:' .l;:3II.~ 4 -., , . a EhBtO.. -.. .-. i't'Tla'.i1~'" . 'D~~P,l:]'T' ""." TAPCcms (11 '.I'IlOH tOI1NiRS .@ @. \.. HEAoeR & SILL SeOT/ON .N.QTifu " . . fHI!HIIIIQOW SYStEM IS OaSl<lNtO,\NO H$TEO 10..C0I1I'L'" WITH 'flit R[QUlIIEI1!NTS 01 THC IUI. OADICOWt'l' (OlTIOH "II "HC SCUTH FLOlllllA DUIUlIHO COOl (JJltll,C,J C1lMTE" ~. ClfAl'J81t UatHAJ'TCIl 3t. tmotlt TWl sptCl1le COIlDITIOWI SHCW~ o~ nits P~AWIN !. 1_01\ 7 R WOllO allCI<S :mAL.t. Drr INSTALLeO (NOr 0'1 LAwson IUOJ ANO ANeliO/lll) so 'CHAT lHE BtJIl.CllHlI RUlStS TlIllll.lPll'llMl"OSEO "CAOS Iii ActO~ANCIlMITH ACC!AAlt1CNU ot 'U"'SI.G.Co . NlCHCA llESCRleto IN THIS LAVoUt .Ill'll AS PI" TUt UNit, OTIIt" . CONlllflONS 'to llC tNlIl~UIUO $UI'AIlA'Ul. '1". . AIICI!<l~ CClNtllT/OIIS ~oT PUCllIOtO tn THIS OIlAWiIl~ Allt TO at OlalNttlllO 011 A &I1C SI'CCIlU: a"'$I$. . La',. ....b. " · ~/.:"1~ S.H.'. typ. r, . ba~:!j\~'o~f~~iO . .. 4 .' .. &. ~ ~IDPOIN't , ~ K V-~~~.~&tt , ~ r'""~' MA)(. , ~ I W~ .1 ':9' ,..,.::::::::' L...~ ~ l::ot;O. .6\1~ @6'j " ~ . I ~ ~~M AOHrSlvr QEOOlllQ COMPOl/I/O \"10 SoH.s. '\'t" l1J1f. WOOD tHeEO AS SHownOIHllVArftm ISES SCHEOIIU lIELOW felt NUl1l1tA 01' AIICHbJlSI .. ~t:s~m!. i\\ fIC~5~M~~f:~7C , fflf/.Y . . , "'2S' IL .-J /\h 'V "'c I =- ~ 19 \ U \01000 GU(K tiCT D'l' LAWSQt4Il/o. M1tSf $IlUAlI4lHPOSEO ~OAOS . , 111." Slf'.tl 11.1.1\'__ ,.... .. . OSB-3mm"ANNeALEO GLASS FLANGE FRAMe 1>< OR :ax WOOD BUCK S1ANOARD RAIL TEST UNIT PERFORMANOe SUMMARY . .. I~ .~ '. ~ ,. V:3Jllt.~. TAPCOI4 . lUll' $(j{tOVLI snow a fOR HlJI1QtIt Qra ANOiOhSI . . LJ J\ ,/ u, " I . .4, .\lL" (MUD. ~,';(I'.f.I 101000 eliCit Atf~AEN(tl pn.\uS 1z.t1"91 'rUT S1U.l n" l< 14-tlt," TUT LQADS. .'11.0. .".0 PSP ~~sm It?tn?l~A 110<< 1U"f.'-l: .5J~ ~:~ . TUTEO 0l.A551 . .QJ(!.3Ml:f"ANNt~lf;O I1Alt JAHlJ StAEW SPAC/Nth ,y;u..... & \S..:U4~ \U lIG'.ANH. QUU- ~1!:,~~;!,<<S ".....1" Ie" <~- 11 :I. .1 / ,,~ ~ l09r~ .f . ! J <??:~~ ~-1 f . @ I @~ .' S"ANOARO 5 i A' HUru-lt'1 RAIl. ~20: ~ '~ I.~ I,: ,,, . ~ @ l~r ~ti;~l. 4, III . wtlt~l\,( ..,,~ h IM.I' ,/ WOOOlIllCKJ' @ 13 ,)1S. 0l.A%1~ otPtH ISITE) W1N uu- .. , , ~ d ~: · ~l · . , · ~ a fl:AN Vlr:~ , -..;' NOI'}IMPAOT RESISTANT I -)/1" II fAl'tO/4 .:r.. ~ t" C/lClI1 CaRHtIlS . : -"-1.I!.IP.t.J .' /.Waoa aIJcl( ..-""" ,.111." HAlt, $H1t1 , . r:-::~i,w f 1(~S/~ l ~ , · 4 ! --...... .::::: OSS,alll/lHINUl!Al.EO OIASS-SfD lWt. VIlNOOW coMPAAAnva ANAI.VSI!J CHART Vl1ItOLW CESIGN LOAO CN'ACITV, pSI' Oll/(ll$!oRt ~D seilttl~8 TAl'COHII '~&1 r~ 'flfrlllZ( .ollm, /itG~'tVC If{,rtw~ Hflll\lC HtGAtrlC !':~ ..~!-!.. I ....lli~ . .*?~ t u.~ t JJ~'!~... tu I fH 11!'L 4" ,..~.!-:t... t'.'oJ . . n OJ.) IU AU TU . . I'll I ..... . " u . .... .t "'..u......... ............. p tt.". ... .. '~.n . J."'J . \!'" .. ..~!L.. .... l~~~ J\:Uf. 11.11. 111 J..':!._ ~U IH. ~I.J _~~.2..,. It 111 IU UoJ 'U __. ..., . ...._~ It.... 5J_1I' . _ .. 1'.1'. lU 11I.5 llU 12'" IG:i ".11' II' U.3~' -~ (h 'Il> .i.i . """.j" t " ""u.. . '1',; .., .~f1 ...'ii..'. ,~~ ',j.vi' . .. .utU., If ':-.. .... r ........ O1UCo. If.tll IU m.~ .~~" lC7. u:j'- Hit.;' (t) )1 "iyfOt it; .. tl~1i. .: ..... ~..~; 11.,..1 It.) lru At.. T. WIMOER Be s,~!- SE04ilDU 'u.y,f u I'll :~~~.: . J~... :.J _ lJ )l U., 11.1 '" "'M~.. "",. lI.lfl .. lfoIIO U.J 11..0 'tT.i!'t T~lI' (II 'Ig , It!:C 111 )t. ,SIJ II,) 12:',,1 . t .... =.. ItIl.IH ,~~lHtllttl'IJICC""'tllIlI, 01 M<l10~' Pt4f JAIl, ....... .T~'. . . ^K .," @@1' .~: ~ nCAR MllitAlYI Il(OOlNG (CI1POUND - .. /// ~ ~/.-: / . . 4 . ~20 @ " .... ,@ ~lOO>! '-- . . qJ ..r Il~' HAX. jt 10 SJ1' . Slillt "d f"~"I1r/f:tJOOIHI1Lleo"'" .I../' · 01 ,. ~ll<lH ((lIlHUI! , L> ~ 1.(l>.T,l ~ ~' WOOO C1lJ(lC .......,. -- 1.8". ').1 . . '?,,'.:1 ~ . .is" H,t .........., ..'"..-.-. ,"" .."..s"".!, . . - UJ tit... ...:.. 11;' ''';>>i. . I oJ . ;;,; . Its'": .. EtWAltON .-:..~. .. t... FLANGS fAAME 'u IIU SINGLl! HtlNG WINobw .....IT. 'it,.. r' .' · 4w"U.,~"" " +1\7' . ..., .. ' . 1- .J ~ ' ~f?} " ' ~. . , .' . , 1.1Ia' Hill. r IOiW~IST._ . 3"'" ~ T AI>CIllIS r ~ '" FIlOH COl'lIlCRS.......... 'I . tll:~DeR & SILL SEOlIO(1 ~fu , . . T. '111I5 WINCOW 5'l'$'fr;H IS tlUKlNfO ANO tEllUO TO CaMP!.'" WlTlf THI . . flEa1JlREtll;~rs 0' tHE'U4 OAOI CO\JtH't iOl'llON 011 THe S01JTIf I "LOJ1IOA Il\lll.CllNlJ COOE 111.ll.e.1 CHAMbt !.L CHAPTeR 2J" CHAPTER U. LPlilltR ':'lil: speCIfIC toNPlflfmS SHOWN O~ Il1ts a!V.\o{UlI1. 2. "II OR Z I WIJOO DucKS Stf"'~L I'IllHI1"Al.l.!O IHO' BY ~AWSOH IHOJ ANO ANCllOlltO SO T!fA T ftll QVMlN4 AUtS 1'1 THI SUPtA1HPDUO ~O^DS , tit ACC01lOAlieC WitH I\EOlJlItCI1CN~S ~ 1t94 s.l'.o.C:. . ). AN(Hlm cmAle~o IN TtnS LAYOU't ARC Ml PIA un UNl'l', QY~A CONDITIONS TO Oil EmlrNtt:Ato 1it:ltAlIA'ft1. 't' '. . L. ANCH1)~ COt/omCNS Nor olSauUO 1t4 THIS DAAWINO Al\t TD CC walNunto ON A $It' SPCClI'IC GASI!!, . . · .ut... . i-tHUO. ,(y) if ..-... . .... OSB,,3mm..ANNEAlEO GLASS' AN FRAME 2X WOOD BUCK STANDARD RAIL TeST UNiT PERFORMANCE SUMMARY I.t 10 S.H.s. 'W' HIlf. WOOP [HeED ~ ~ S lI~M fROH (OIlNEAS &. Ql\ HIO'OINT r1 ~ IP,TJ I \<1000 BlJC1< I :r " lP,Y.1 WOOO lIuel< NoT 8"1' LAWSON INC. HUst S\JS TAut IMPosao LOADS- '. """ SHIl'l HAX... CI.l!AR ADHESIVE BEOOIlIG COHPCUNO '.'25". ,- 'J/1'''.Atm, GLASS Ii:1 cr I~ ~ li " J. !T5 1mrl. 11-' J-ll . JV / -.: -- " III1[n ....~!:... @ .'1.iiil - _t.", .....- .~ @) /. .315 M GLA ZlNI1 I[i'\ DtP1'H lei HI \V WINDOW WIOTw \J ,~ y IIV , t91" 2.2 I)" r-- PLAN VIEW" .NqT~SJ I. THIS WINOOW SYSfEH IS OESIGNED ANO USTEO TO COWl. V WItH rH4 I\(QUI~(MENTS 011 THE 19910 DAce COUNTY EOITIOtl OF THS SOUTH FLOflIOA eUllOlNQ (OOt IS...,l"'-1 tHAPftR I.. CHAPU;R u~ CHAPfER )" UNOfR THE SPE'IFIC CONOlTlONS SHOWN on THIS OMWlNu. 1. 2 Ie WOOD lltlCKS SHALt. BE IN" AI.l.EO lIIOT BY ~AWSON mo.t ANO ANCHO~(O SO TH;t. T THE BUll. DING RUIns THll SUPiRll1PQSEO LOADS IN ACCORDAmt WITH IlEQUI,IUMtltTS 011 '994 S.P.S.C. . ,. ...NtHOA onC~IOt~ IU THIS LAvour ARE AS PEA fur UNIt. cnU:R CQIlOITlONS TO BE llNClINf:tREO SEPARA UL Y. /, M(CHC~ CONDITIONS NOT DEStltlaEO IN THiS DRAWING ARt TO DE ENIS1NttAEO Q/4 A Sift SP(CIFIC 9A$15.. . J ~~ _ ~rH~HA)(. ,..'It.9" . · ;'-...... , --_\ r-~ ' Il .&0;'., Mgj;~bt fj.;\@ , ~ 'C) I "'-I-CUAA ADtit:SIVIt BtDOING COMPOUNO Rl!FERENCIl'I P'fL-'S94':2-1t.91 UST SIZEI 54"1/4" X 44" TEST lOADSI -62.00. ..62.00 PSP C!SIGN"t.OAOS, -U.33, .4t.33 PS(t W.a.TEA IN,CIl.1RATKJN 16"S11 9.4 PSI' T!5Tt::D GI.AS$1 ,QtB.3mlll.6.~NI!ALliQ MAX. JAMB SCRllW SPACING, t)" S. '4-1/8" :-It 10 S.H,S. W.. Hil'I. WooO EM8EO SUlliiCHtOVU bELOW fOR MICHOA SPACING llVP.l I In".AHN. 1l1..AS" DSlJ.3/Ml'ANflWeo Ot.ASSoSTO MI!. WINDOW OOMPARA11Vg ANAt.vstS OHART . WIUOOW eliSION LOAD MlEIlStOln CAPAOffY' p~ ! ~lJ~r~f~ ,Q 1/ ~ .. 1.0:r- ..., rnjjW' --r .@::: ~i A!. 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WOOO (MIlEt) (!i) '.112" FROM COaNIIl! t. @ lilDPOINf I ~R @ ton" lh IM.I WOOO IJ\.ICK ... ALT. SI~L SECTION, It I~ U\.I. L ,~.. HiI4. wooo tM&EO .. 2 . 1~.T.l !iil S.Ul" PROM COllNER5 ~OOO avcl< " @ KlOSlOINf . .HEAOER & Slll.SEOTION .' WIl!OOlo.' WIOtH, ~,T.t. 20.911&" tr'tl'.l @ . I f:~p~; /1A)(1- r fT~~r ~ ,.I t~ / ~~ / / / / . JJJJ/j)\ ~~. ~ / /. -: / '1111'::1 j2 [;fs.. :.~ i '~f . a i'": ~ T l. ~.1t.. (T),PI --to Soua. HAl<. I ''I'M It 10 SJ1.s. tl\" ML't. WOoo EHb(D ,.liIl , "1~ PIIOH caRInAS &'ll\l HIOROlNr ~ Ie !p.r.t \o'ooe IlVCK HO'( av L...wSON 100. MUST SUST All, ~pbSE (I LCAOS-~ -~' ~ 15H~ ,r.24'i"! -_\ I r- .. K .61~1.t La..IP.t.1 /\ I 1 w~e~~ (A)@ I tD f-nl!:M "OlfeSt~C ~/16.~Al,If. IlEOOIlId' COi1POUHD CLASp . I ..US. OlA%l~tl . I' O(PTH.i!!!.U @, J .L'r, f I.o~r-u-~' \1'11 'U~ ~ 0 f.U . .I; . 10 ) @ rI ~ zD II HtAVY ourv . S i I A' MEIlTlNO RAil, III.- SliJI1 HAX... . Ctl!AR "PHtSNC a (OOIHG ~OI1POUNl) ....~116".ANN, t1L^S$ ~/ ~\~t11UJU' I~" Hilt. waoo ltloeo . nU(t\cOl/\,UELOW V fOA "'/l(110~ SPACING ITYI'.. , . ~~. V. ~~ .... -.:... 19 1. tIS / -= @ I f'a'" :I.2St.. \/ 'A - - :,.. r-- '. ?:'u <<.I. 13 .JiS"OlAtmo @ D[Pnt IDIrt) WINDOW Wlorlof - PLAN VIE~ r~ ~~ ~ ..4 ..r~~1 ~f'iji ; ta . "..I 3/16'.ANNEAlED G1.ASS.HO RAIL WINDOW COMPAMllVS ANA1.VS'tS CHAM WttOflW Dl!SIOH lOAD DlMt/lClOIIS CAPACfN. PIW ~1O.m I ~ ~D$tn\'C l<t~tlYl ".111 . 12.1 SUA ii:tii" 2. .. ',l'U. f ii,.4.' .1'2.l'.!1".a~ IU : ii.1 ''''ait,'' t. 11.1 ill.) I,",If AU 'U.' ..t'.&i 'Mil ~. .ii 'j f.7, . . !'... (n ~ .;:;.. is,:, If f).VI . AU ''!Pi,,'' lM/1 ,u 111.1 ..... M. .. III .....,u~.. I tl........... tM" sa,'I. 'u 101.0 '7" (,. . Ii:;.' .'uu.... ;~"a u.;"'" ."iU: \f.II' us "" il':'" t6 .. ei3";l" . '"lIIi.. ti, . ('I . i',., f'" ",',; '""iii' t '~.1:i : ;i.j" IM/. 6U ZlU 1.:J; .) ~'Hi,.i tu... :a, m ., r,:i ..., "',li~ ,;:1;; "1' 1U'" tf:"~1 III .).1 ,.~ ~:Z~~. r . 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SITe $9 (CI1IC IIASIS, .~ i DSB"3mm.ANNEALEO G:J\SS FLANGE FRAMe 1)( OR 2x WOOD BUCK STANDARD RAIL TEST UNIT pERFORMANOe: SUMMAR'f RtFtll.ENttc 1'n..lpU 'Z"1t.91 nsr SIZe. . Sl.I/!l~ XU" lUT LOAQSl .n.GO, -n,oo PSP DESIGN LQAOS. ."U). .1.1.)3 PSfI WATf:A INllIURAfIQN TUTI 9.S PSlC rflSlCO GL;t.SSI M8.3~~A'm[AllJ) . HA~. JAI111 StAltW SPACU~a. IS"" s)" NON.IMPACT ReSISTAN~ , rw~f~ =-- A r-- . .- .. , ~ "'I1"X ''fYI','T ..J.II'. ItyP.. f .) /7 //// ~//., .' ..., ~/~/ // , ... 1-.... i ~b . ~J r ~i2 S . (y) ~. , ... ,0"'" ~ "'~ !~ Tr Ll I.; t;.,.PJ . '" MAX. IT '1'''.1 I .J ELeVATION fL4.NGl! PRAMS . SINGLe HUNG WINDOW ~ CREATED 11/11/02 3 120 SEC. MPH GUST r D E DAN6CO ENGINEERING, PA. P.o. so>< 3~ ... APOLL.O BEACH ... FLORIDA ... ~3&'2 P110NE ... (&,~) 646 "166 FAX ... (e1~) 646 g&g& I!!!e 4a1A!l @'!HCU~T'!~~IGSSpRANOJ[D crDESlAGNNYS R~RlHEcJn~,T !!1OPUNE~~ [;.AAO sc~ ENs GINEERING, ?,A. AND '!He 100 DCioI' "" '^' '" . <.r OOU .." VI\ AU 1rl\J.,Iu:. U"", I PROl1I811ID. - 2003 7030 . H"W. 31th CT. ~. .. AitATS O'N MiAMI, FLORIDA 33147 , ~ . - y Y (!OS) 69&-B660 ~; LNDUS'Rlt:S,lHC UAMlrAC1UR[AS or WINDOWS Ie DOORS &cAlE NOTED o ATE , 11/02 LeNNAR f-fOMee TAMPA olvterCN P~IJ.N DOOR 4 WINDOW INeTAL.LATIONe \... PE Joe NO. FM ... ~, 6DW3- L. " ""\ B.V. .J . 1 PRODLJC.T CATE60RY SUB CA TE<SORY HANUFAClVRER FL "* EXPiRATION DATE PRODUC T CA TE<SORY SUB CA TE<SORY HANUFAC llJRER FL "* EXPIRATION DATE PROD\JC T CA TE60RY SUB CA TE60RY HANUFAClVRER FL "* EXPIRATION DATE STRUClVRAL COMPONENT CONNECTORS (HASONRY/CONCRETE) SIHPSON S TRUC lVRAL COMPONENT CONNEC TORS (HASONRY /CONCRETE) USP DOORS HOOD ENTRANCE LAHSON INS. FL 122'1 12/05/2005 STRUClVRAL COMPONENT HET A20 SIHPSON FL 41'4 10/03/2005 S TRUC lVRAL COMPONENT HT A20 USP FL t>21 10131/2005 HINDOHS FIXED HINDOHS LAHSON INS. FL 1230 12/05/2005 STRUC lVRAL COMPONENT METAI2 SIMPSON FL 41'4 10/03/2005 STRUClVRAL COMPONENT HTA20-1t> USP FL e.s<1 10131/2005 HINDOHS FIXED HINDOHS KINCO FL 125 0'1/11/2005 STRUClVRAL COMPONENT METAI6 SIMPSON FL 41'4 10/03/2005 STRUCn:RAL COMPONENT HTTI6 LISP FL t>21 10131/2005 y.lINDOHS FIXED HINDOHS BETTER BIL T FL 616 PEND I N6 STRUClVRAL COMPONENT META20 SIMPSON FL 41'4 10/03/2005 STRUCn:RAL COMPONENT HTT22 LISP FL t>21 10131/2005 HINDOHS FIXED HINDOHS FLA EXTRUDERS (HILESTONE.! FL 44 0<1/02/2005 STRUClVRAL COMPONENT HTTI6 SIMPSON FL 503 10/03/2005 STRUClVRAL COMPONENT LTSI<1 USP FL t>22 10131/2005 HINDOHS FIXED HINDOHS 6ENERAL ALUM I M\NUM FL 255 0'1/24/2005 STRUCllJRAL COMPONENT HTT22 SIMPSON FL 503 10/03/2005 STRUC llJRAL COMPONENT L TS20B L!SP FL t>22 1013//2005 HINDOHS FIXED HINDOHS 6ENERAL ALUM I M\NUM FL 263 0<1/25/2005 i--- HINDOHS FIXED HINDOHS STRUClVRAL COMPONENT L TTi''! SIHPSON FL 414 10/03/2005 S TRUC lVRAL COMPONENT MTS21B LISP FL t>22 10131/2005 6ENERAL ALUMIM\NUM FL 16en 02/04/2006 STRUClVRAL COMPONENT L TT20B SIMPSON FL 414 10/03/2005 STRUClVRAL COMPONENT TDX2 USP FL t>16 10131/2005 HINDOHS FIXED HINDOHS SIMONLON HINOOHS FL 11 t> 0'1/1<1/2005 S TRUCllJRAL COMPONENT LTTI31 SIMPSON FL 41'4 10/03/2005 S TRUClVRAL COMPONENT TDX20 LISP FL t>16 10131/2005 HINDOHS SI N6LE HUN6 LAHSON INS. FL 1225 12/05/2005 STRLlCllJRAL COMPONENT MTT2t>B SIMPSON FL 503 10/03/2005 S TRUC llJRAL COMPONENT TDX5 LISP FL t>16 10131/2005 HINDOHS SIN6LE HUN6 KINCO FL 123 0<1/11/2005 STRUCllJRAL COMPONENT HTSMI6 SIMPSON FL 1423 12/30/2005 STRUC Il)RAL COMPONENT LU6T2 USP FL bil 10131/2005 HINOOHS SIN6LE HUNG BETTER BIL T FL 603 PENDING STRUCllJRAL COMPONENT HTSM20 SIMPSON FL 1423 12/30/2005 STRUClVRAL COMPONENT HGAMIO USP FL bl<1 10131/2005 HINDOHS SI N6LE HUNG FLA EXTRUDERS (MILESTONE) FL 42 0<1/02/2005 STRUCllJRAL COMPONENT MTSMI6 SIMPSON FL 1423 12130/2005 STRUClVRAL COMPONENT FA3 USP FL b22 10131/2005 HINDOHS SINGLE HUNG 6ENERAL ALUMI M\NUM FL 254 0"1/24/2005 STRUCllJRAL COMPONENT MTSH20 SIMPSON FL 1423 12130/2005 STRUCllJRAL COMPONENT PAU44 USP FL b21 10131/2005 HINDOHS SI N6LE HUNG 6ENERAL ALUMIM\NLIM FL 16'1b 02/04/2006 STRUCllJRAL COMPONENT MSTCH40 SIMPSON FL 1<101 02/lb/2006 S TRUC llJRAL COMPONENT PAU66 LISP FL b21 10131/2005 HINDOHS SI NGLE HUNG SIMONLON HINDOHS FL 204 0"1/22/2005 STRLJC.llJRAL COMPONENT HD2A SIMPSON FL 503 10/03/2005 STRUCllJRAL COMPONENT PHD2 LISP FL bl1 10131/2005 HINDOHS SI NGLE HUNG ENER6Y SAVIN6S PRODS. OF FL FL ICl50 03/12/2006 STRUCllJRAL COMPONENT HD5A SIMPSON FL 503 10/03/2005 STRUCllJRAL COMPONENT PHD5 LISP FL bl1 10131/2005 IHINDOHS DOUBLE HUNG ENER6Y SAVIN6S PRODS. OF FL FL ICl53 03/12/2005 STRUCllJRAL COMPONENT HD6A SIMPSON FL 503 10/03/2005 STRUCllJRAL COMPONENT PHD6 USP FL bl1 10131/2005 IHINDOHS HORIZONTAL SLIDERS LAHSON INS. FL 1226 12/05/2005 STRUCllJRAL COMPONENT HDbA SIMPSON FL 503 10/03/2005 STRUCllJRAL COMPONENT PHDb USP FL bl1 10131/2005 HINDOHS HORiZONTAL SLIDERS SIHONLON HINOOHS FL 203 0<=i/22/2005 STRUCllJRAL COMPONENT HDIOA SIMPSON FL 503 10/03/2005 IHINDOHS HORIZONTAL SLIDERS KINCO FL 124 0"1/11/2005 STRUClVRAL COMPONENT HDI4A SIHPSON FL 503 10/03/2005 IHINDOHS HORIZONTAL SLIDERS BETTER BIL T FL 610 PENDING STRUC.llJRAL COMPONENT HDI5 SIMPSON FL 503 10/03/2005 PRODLJC. T CA Tf60RY CONNEC TORS (HOOD) USP IHINDOHS HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE) FL 43 OCi/02/2005 STRUCllJRAL COMPONENT HGT2 SIMPSON FL 414 10/03/2005 S1RIJC llJRAL COMPONENT RTI1 LISP FL bl6 10131/2005 HINDOHS HORIZONTAL SLIDERS 6ENERAL ALUM I M\NUM FL 254 0"1/24/2005 STRUC llJRAL COMPONENT HGT3 SIMPSON FL 414 10/03/2005 STRUcn:RAL COMPONENT RT20 LISP FL bl6 10131/2005 HINDOHS HORIZONTAL SLIDERS 6ENERAL ALUMIM\NUM FL 16Ci8 02/04/2006 ~- STRUCllJRAL COMPONENT H6T4 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT RTi6 USP FL bl6 10131/2005 IrtINDOHS MULLIONS LAHSON INS. FL 1221 12/05/2005 STRUC:VRAL COMPONENT L6T2 SIMPSON FL 1423 12130/2005 STRUC llJRAL COMPONENT RT16-2 USP FL bl6 10131/2005 IHINDOHS MULLIONS KINCO FL '151 11/04/2005 STRtJc.lVRAL COMPONENT MGT SIMPSON FL 1423 12130/2005 STRLlCllJRAL COMPONENT HTHI2 USP FL t>20 10131/2005 IHINDOHS MULLIONS FLA. EXTRUDERS (MILESTONE) FL en 4 PENDING STRUCllJRAL COMPONENT H6AI0 SIMPSON FL 1423 12130/2005 S TRUC llJRAL COMPONENT MTHI6 USP FL b20 10131/2005 IrtINDOHS HULLlONS 6ENERAL ALUMI M\NUM FL 1252 12/03/2005 S TRUCllJRAL COMPONENT HGAMIO SIMPSON FL 1423 12130/2005 STRUCllJRAL COMPONENT MTHI t> USP FL b20 10131/2005 J:XTERIOR DOORS SLIDING LAHSON INS. FL 122t> 12/05/2005 STRUCllJRAL COMPONENT MSTAM24 SI MPSON FL 1'101 02/lb/2006 S TRUC TI)RAL COMPONENT HTHI6 USP FL t>20 1013//2005 J:XTERIOR DOORS SLIDING KINCO FL 126 12/05/2005 STRtJc.llJRAL COMPONENT MSTAM36 SIMPSON FL 1'101 02/lb/2006 S TRUC lVRAL COMPONENT HTH20 USP FL b20 10131/2005 FXTERIOR DOORS SLIDING BETTER BIL T (MI HOME PROD,) FL 561 12/30/2005 STRUCllJRAL COMPONENT HM<1 SIMPSON FL 1423 12130/2005 S TRUCllJRAL COMPONENT SPT22 USP FL bl1 10131/2005 J:XTERIOR DOORS SLIDING FLA. EXTRUDERS (MILESTONE) FL 45 0"1/02/2005 STRUCllJRAL COMPONENT MAS SIMPSON FL 41'4 10/03/2005 STRUC llJRAL COMPONENT SPT24 USP FL t>1I 10131/2005 J:xTERIOR DOORS SLIDING 6ENERAL ALUMIM\NUM FL 264 0<1/25/2005 STRUCllJRAL COMPONENT ABU44 SI MPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT SPT4 liSP FL b21 10131/2005 J:xTERIOR DOORS SLIDING SIMONLON HINOOHS FL Ib4 0"1/22/2005 STRUCllJRAL COMPONENT PHD2-SDS3 SIMPSON FL 503 10/03/2005 STRUCllJRAL COMPONENT SPT6 USP FL b21 10131/2005 J:xTERIOR DOORS SLIDING THERMO- TRU CORP. FL 1110 11/20/2005 STRUCllJRAL COMPONENT PHD5-SDS3 SIMPSON FL 503 10/03/2005 S TRUC llJRAL COMPONENT A3 V~P FL b20 10131/2005 FXTERIOR DOORS SHINGING LAHSON INS. FL 122'1 12/05/2005 STRUCllJRAL COMPONENT PHD6-SDS3 SIHPSON FL 503 10/03/2005 STRUCll)RAL COMPONENT A34 USP FL 816 10131/2005 J:XTERIOR DOORS GARAGE DOORS CLOPAY BULlDING PRODUCTS FL 542 12/12/2005 STRtJc.llJRAL COMPONENT PHDt>-SDS3 SIMPSON FL 503 10/03/2005 STRUC llJRAL COMPONENT MP4F liSP FL t>21 10131/2005 j:;XTERIOR DOORS GARA6E DOORS HAYNE DALTON DOORS FL t>t>1 11/04/2005 STRUC llJRAL COMPONENT LTAI SIMPSON FL 1423 12/30/2005 STRUCTlJRAL COMPONENT LSTAI2 USP FL t>16 10/31/2005 FXTERIOR DOORS SHINGING JELD-HEN FL 4C1t> 10131/2005 S TRUC llJRAL COMPONENT LSTAI5 USP FL bl6 10131/2005 FXTERIOR DOORS SHIN61NG JELD-HEN FL 53'1 10131/2005 S TRUC llJRAL COMPONENT LSTAlb USP FL bl6 10131/2005 EXTERIOR DOORS SHINGING PLASTPRO I NC./NANY A PLASTICS FL 1321 12/15/2005 PRODLJC.T CATE60RY CONNEC TORS (HOOD) SIMPSON STRUC llJRAL COMPONENT LSTA24 USP FL t>16 10131/2005 EXTERIOR DOORS SHIN61NG THERMO- TRU CORP. FL 11t>5 11/21/2005 STRUCllJRAL COMPONENT H2.5 SIMPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT LSTA30 USP FL bl6 10131/2005 S TRUCllJRAL COMPONENT H5 SI MPSON FL 41'4 10/03/2005 S TRUCllJRAL COMPONENT LSTA36 USP FL bl6 10131/2005 STRUCllJRAL COMPONENT H1 SI MPSON FL 414 10/03/2005 S TRUC TlJRAL COMPONENT MSTC40 USP FL bl1 10131/2005 STRUCllJRAL COMPONENT HIO SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT MSTC52 liSP FL bil 10131/2005 STRUCllJRAL COMPONENT H10-2 SIMPSON FL 41'4 10/03/2005 S TRUCllJRAL COMPONENT MSTC66 LISP FL bl1 10131/2005 STRUC llJRAL COMPONENT HI6 SIMPSON FL 1423 12/30/2005 STRUCllJRAL COMPONENT HSTClt> LISP FL t>11 10131/2005 STRUCllJRAL COMPONENT MTSI2 SIMPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT KCC44 USP FL b22 10/31/2005 STRLJC.llJRAL COMPONENT MTSI6 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT MTS20 SI HPSON FL 414 10/03/2005 HTSI6 SI MPSON FL 53b 10/03/2005 PRODUC T CA TE60RY MASONRY HANGERS LISP STRUCllJRAL COMPONENT S TRUCllJRAL COMPONENT HTS20 SIMPSON FL 53b 10/03/2005 STRUCllJRAL COMPONENT NFM USP FL 51't> 10/OCi/2005 STRUCllJRAL COMPONENT SPI SI MPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT SP2 SI MPSON FL 414 10/03/2005 PRODUC T CA TE60RY SUB CA TE60RY HANUFACllJRER FL "* EXPIRATION DATE STRUCllJRAL COMPONENT SP4 SI MPSON FL 41'4 10/03/2005 STRUCllJRAL COMPONENT CONCRETE LINTEL CAST CRETE FL 15t> 0<=i/1t>/2005 STRUClVRAL COMPONENT SP6 SIMPSON FL 41'4 10/03/2005 STRUC llJRAL COMPONENT CONCRETE LINTEL LOTT'S FL 1441 03/11/2006 STRUCllJRAL COMPONENT SSP SI MPSON FL 1423 12/30/2005 S TRUC llJRAL COMPONENT CONCRETE LINTEL HEIKIHA FL 141t> 03/11/2006 STRUCllJRAL COMPONENT DSP SIMPSON FL 1423 , 12130/2005 STRUCllJRAL COMPONENT CONCRETE LINTEL COMMERCIAL FL 1/14 03/12/2006 STRLJC.llJRAL COMPONENT A23 SIMPSON FL 41'4 10/03/2005 S TRUCllJRAL COMPONENT CONCRETE LINTEL MARION MASONRY FL 2155 03/2C1/2006 STRUCllJRAL COMPONENT A35 SIMPSON FL 414 10/03/2005 S TRUCllJRAL COMPONENT LTP4 SI MPSON FL 41'4 10/03/2005 STRUC.llJRAL COMPONENT L6T2 SIMPSON FL 1423 12/30/2005 PRODUC T CA TE<SORY SUB CA TE60RY MANUFAC n:RER FL "* EXPIRATION DATE STRUCllJRAL COMPONENT MeT SIMPSON FL 1423 12130/2005 ROOFING ASPHAL T SHINGLES 6AF MoterlClls Cor. FL Ib3 0<=i130/2005 STRUCllJRAL COMPONENT H6T2 SI MPSON FL 414 10/03/2005 ROOF ING ASPHAL T SHINGLES CERTAIN TEED CORPORATION FL 250 OCl/24/2005 STRLiCllJRAL COMPONENT HeT3 SI MPSON FL 41'4 10/03/2005 ROOFING ROOFING TILES MONIERL LIFE TILE FL 560 11/04/2005 STRUCllJRAL COMPONENT HeT4 SIMPSON FL 414 10/03/2005 ROOFIN6 CEMENTS-ADHESI VES-COA Tl N6S TROPICAL ASPHALT PROD CORP FL 14b3 01/06/2006 STRUCllJRAL COMPONENT LSTAI2 SIMPSON FL IClOI 02/18/2006 ROOFING UNDERLA YMENTS TAMKO ROOFING PROD\.!C.TS, INC FL 1144 02/10/2006 STRUCllJRAL COMPONENT LSTAi5 SIMPSON FL 1'101 02/1t>/2006 ROOFING CEMENTS-ADHESI VES-COA TINGS TAMKO ROOFING PRODUCTS, INC FL 141'1 01/06/2006 STRUCllJRAL COMPONENT LSTAIt> SIMPSON FL IClOI 02/18/2006 ROOF, NG ROOFING FASTENERS SENCO PRODUCTS FL 22/1 04/05/2006 STRUCllJRAL COMPONENT LST.A24 SI MPSON FL 1'101 02/18/2006 S TRUC T1.!RAL COMPONENT DECK-ROOF ENGLERT, INC FL 2266 04/13/2006 STRLlCllJRAL COMPONENT LSTA30 SI MPSON FL IClOI 02/lb/2006 I STRUCllJRAL COMPONENT LSTA36 SIMPSON FL IClOI 02/lb/2006 PRODUC T CA TE<SORY SUB CA TE<SORY MANUFACllJRER FL "* EXPIRATION DATE STRLiCllJRAL COMPONENT LSTI4'1 SI MPSON FL 41'4 10/03/2005 STRtJc.lVRAL COMPONENT ENGINEERED LUMBER TRUS JOIST 02/13/2006 FL 1630 STRUCllJRAL COMPONENT MSTC2b SIMPSON FL 414 10/03/2005 S TRtJc.llJRAL COMPONENT ENGI NEERED LUMBER BOISE ENG. HOOD PROD. FL 1644 03/12/2006 STRUCllJRAL COMPONENT MSTC40 SIMPSON FL 1'101 02/1t>/2006 STRUC llJRAL COMPONENT EN61NEERED LUMBER BOISE ENG. HOOD PROD. FL 1645 03/12/2006 STRUCllJRAL COMPONENT MSTC52 SI MPSON FL IClOI 02/lb/2006 STRLJC.llJRAL COMPONENT HSTC66 SIMPSON FL 1'101 02/18/2006 S TRUCllJRAL COMPONENT MSTCl'b SIMPSON FL IClOI 02/1t>/2006 PRODUC T CATEGORY SUB CATE60RY HANUF.AC llJRER FL "* EXPIRATION DATE ROOF VENTILATORS SOFFITS KAYCAN LTD FL 1'165 04/05/2006 ROOF VENTILATORS SOFF I TS KAYCANLID FL 1146 12/ICI/2005 PRODUC T CA TE60RY HANGERS SIMPSON ROOF VENTILATORS SOFF ITS CAMERON ASLHLEY BUILDING FL 406 11/24/2005 STRUCllJRAL COMPONENT HUS26 SIMPSON FL 41'4 10/03/2005 OTHER MODIFIED BlllJMEN CERTAIN TEED CORP-ROOFING FL 41C1 10/02/2005 STRUC.llJRAL COMPONENT HUS26-2 SI MPSON FL 414 10/03/2005 OTHER TYYEK HOUSE HRAP DlIPONT FL 2145 PEND I NG STRUClVRAL COMPONENT HUS2b SIMPSON FL 414 10/03/2005 OTHER 6LASS BLOCK PITTSE\lIR6H CORNIN6 CORP FL 250 0"1/24/2005 STRUCllJRAL COMPONENT HUS2t>-2 SIMPSON FL 414 10/03/2005 STRUCIl)RAL COMPONENT HUS210 SIMPSON FL 414 10/03/2005 STRtJc.llJRAL COMPONENT HUS210-2 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT HGUS26 SI MPSON FL 414 10/03/2005 STRUClVRAL COMPONENT HGUS26- 2 SIMPSON FL 414 10/03/2005 STRtJc.llJRAL COMPONENT HGUS2b SI MPSON FL 41'4 10/03/2005 STRUCllJRAL COMPONENT HGUS2b-2 SI MPSON FL 41'4 10/03/2005 STRUCllJRAL COMPONENT HGUS210-2 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT HUSC26-2 SIMPSON FL 414 10/03/2005 STRLiCllJRAL COMPONENT HUSC28-2 SI MPSON FL 41'4 10/03/2005 S TRLJC.llJRAL COMPONENT MBHA SIMPSON FL 53t> 10/01/2005 STRtJc.llJRAL COMPONENT ITT SIMPSON FL 414 10/03/2005 PRODUC T CA TE60RY ANCHOR SYSTEMS SIMPSON STRUCllJRAL COMPONENT HEDGE ANCHORS SIMPSON FL 402 10/01/2005 STRUCllJRAL COMPONENT SLEEVE ANCHORS SIMPSON FL 402 10/01/2005 , D E ""' STRUCllJRAL COMPONENT DROP IN ANCHORS SIMPSON FL 402 10/01/2005 D AN5CO STRUCllJRAL COMPONENT THD TITEN HD SIHPSON FL 2304 04/06/2006 STRUCllJRAL COMPONENT TIN TITEN SCREW SIMPSON FL 2355 04130/2006 ~ CREATED 04-05-04 eN~INeERING, P A. P.o. BOX 34!D0 - APOllO eEACf4 - FLORIDA - 33&12 PRODUCT CA TE<SORY CHEMICAL TIES SI MPSON R-k:lNE - (&13) 64& l2>t66 FAX - (813) 64& ~~ STRUCllJRAL COMPONENT SET EPOXY SI MPSON FL 402 10/01/2005 e6 4510 @ THESE DRAWlNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, PA. &: THE STRUCllJRAL COMPONENT ET EPOXY SIMPSON FL 402 10/01/2005 CUENT ON 111IS PRO.ECT. ANY REPROO0CnON OR UNAUTHORIZED USE IS PROHIBllED. - 2004 STRUCllJRAL COMPONENT AT ACRYLIC-TILE ADHESive SI MPSON FL 2304 04/06/2006 ecALE NOTED DRAlLN B.V. , DATE 41&/04 N:/BLOCKS/STD 2001 FLORIDA FRODUCT AFFROvAL "- eFPA ~ r I I J ) ) ) I>> ;0 . ;0 " ) ;) E :>> . ;) C L.. . C L.. L.. ':l " ~ ". ;; U .J " II II 'J :::l " ... " (: ~ ..J Q - ~