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Home My WebLink AboutBIN B-5 PERMIT 4333 112)" DIA. 1/2 COL. (TYPICAL AT GARAGE) FOUNDATION NOTE~: 1. ~EE ~t-4EET ~Nl FOR TERMITE PROTECTION ~PECIF'CATION~ 2. A FOUNDATION OURVEY ~t-4ALL BE PERFORMED AND A COpy OF Tt-4E ~URVEY ~t-4ALL BE ON Tt-4E ~ITE FOR Tt-4E BUILDING IN~PECTOR~ U~E. OR, ALL PROPERTY MARKER~ ~t-4ALL BE EXPO~ED AND A ~TRING ~TRECTCt-4ED FROM MARKER TO MARKER TO VERIFY REQUIRED ~ET13ACK~. I i I I I II ! fA\ ~. ' ~SIM "" "" I t- ! -. o ~ "" / / '- ,- ~ , (P\ ~'V ~ ~ fJ\ \2Y -;t - ~ ~-------- ------------~------- -------------~ ~'" 3/411 RECE55 n.OR GAR DR m;.:: -N\. "'- '.: # -= -= # ,,,,- "'- "'-"'-"'-1-: 11'.611 V 16'.0" V 1'.6" ll'.4" ~ ~ ALL WORK SHALL COMPLY WITH ALL PREVAILlNG CODES, FLORlDA BUILDING CODE, NATIONAL ELECTRlC CODE AND CITY OF ZEPHYRHILLS ORDINANCES P:~~_~~L FOUNDATION PLAN '@ ELEv. IIC'ffi REVIEWED JUN 0 1 Z005 ~~ <> FOOTING 5CHEDULE <> I"K. · 51ZE Fl 2'-~'x2'-~' F2 2'-o'x2'-o' > :a ~ D so :-..I D ... :0 :-..I ~ .- .0 so > o z: - .... .I- Q :t: 10 ::) z 3 .L. , , .... - - .I- J.I ~ - ::> ~ :I) ~ ~ .... :-..I :0 .... - ~ iI: Z J.I ...1 - ..... (l) <- <0 IlG ~ <U ... <IS o . - " ~IJ REIl'-FORCI~ (I) lIS . 0' o.C. EACt-I WAY (1) lIS . 0' O.C. EACt-I WAY DEPT~ 1:2' DEEP 10' DEEP -- ~ ~ MIN. 1/8" IN WIDTH ~ IN DEPTH -r-:c' / . .' .' ~;... ... '.. '. " .If ." '.,:' i. . . . .... '.. I . . A. 4 .~ '. '., '. . .. . .4." ~ .,' " . -'.-'. I ' .,... SAW CUT CRACK CONTROL JOIN f. CUT TO BE MADE WITHI~ 24 HOURS OF CONCRETE PLACE.\1ENf. CO.'CRETE SEE GE.'ERAL NOTES "D MIX REQLlRcMc'<TS I'UR PLACEMEi'<T. A .,. . '~ ..,..A'., S- L FL'dSHED CONCRETE FLOOR SAW CLT ~ ~ WELDED WIRE FABRIC PER TYP, WALL SECTION ~--:-_.......~'~ -,I:; _ '..~ ~_ ... _- ri -:-: ~.,zj .:.::r.;;.~-:-:lf:;::',.: ~.... . 10~~~-;~ ~~ :A. .,.,.... ~- ~.... .<."...., ; < ''''''\c Sl\ W CUT CRACK CONTROL JOINT BREDP~S ENG~N fU..~ fA\ ELEYW alY '" <l) ~ gg Q 25'" Pi Ex - ~~a ~<t ~ <t'-' <t ~.1O 31e Pi J[ . ~oc Ii J~~ J8 () 1 z ~ I ~ ~ I ~ ~ I ~ "" , ~ ~ I ~ ~ I (p U'\ ~ , U'\ ~ , ~ ~ , ~ ~ , ~ ~ I ~ r "" , Ci'I (p , "" I J )'.10" 3'.0" 13'.6" 2'.6" 2'.0" 40'.0" 12'.4" FILL CELL UJIMAeONRY MIX TO- COVER PIPE. (APF'ROX 3 COJ~e) NO VERT. RE6AR REQUIRED 3'-I<M'.~'~ Ale PAD \ ~ 14'.0" 2'.6" 2'.0" 2'.011 2'.4" 13'.10" 8" thIcken edCls --wI IllS c07'1t. 2'.4" 2'.4" J_~.13. · r--~I------~~-----!l-----~----~ t__,.. --~ --------- ----- /-'7------------- · r--- J__ ---~~~J--~----~.l----- ___L:,. jl ~~' I r----------------------------l ~L'\ I~ r- -- --------------------- --, I I - ~ I I I c..,. \ 61 } ~ I I I ~ ........ I I ~ I U'\ ELEvATION - ~ ~ I I ~ I (-) 12)'-3 1/211 r ~ I I 13'.6" "-' L 1'.liZ" M.O. 6'-2" 2'.4" "-' I '-r- r--- I 1 I :;)" 01 '-2" I?\" I . I 11,-- IC.I 1,/4' r I. I ~ ~/ -~ I , I I. Ie-;' I I 't 1 ~ i 1/ I I " ,I... . ""- I iii//!/ I I -' 'l ~~ ---- ----- ~ ~/ t- '-1' 12'-10" i i I 31I2'MiN.(4'NOMINAL) \ All} ! ! CONC. &lAB ON GRADE ~ ' I WI ~x~ W1.4xWl.4 ME&~ IN TOF 2 . llj'5 Dl~ ~ I I OF l1f2' OF &LAB OR 4' - c-:- I I FIBER ME&~ CONC. &LAB AT ALL INTERIOR c: ~. I. OVER ~ MIL vAFOR BARRIER 5LA8 ~R5 oc <t:l I ON CLEA'l, UJELL-COMFACTED, ~ (TlPICAU ill J I TERMITE TREATED. GR.t:.NUlAR ........ 3 I FilL. c-:- ~ ~ cj' I ~ 1-11) 101 ~ C"4 I -I 131 n 1 ---~-- 1'.'.11'7111 !! _ -)- ~ IC.I '----I I '. I I I , i I I bt ! IJ""I . '" , c: ~ C"4 ".0 112" '.~ 112" / ELEvATION (-) lZ)'.3 112" ~ 30'.\ 3/411 INDICATE& 1 -lIS VERT. IN CONe. MA&ONRY eLK. FILLED &OllD WI CONe.,!-lOOK INTO eEAM Aev. AND FTG. eElOW. 24'.4" 2'.6" i ).~II i t-4.13.:L.L - 'T'. ) \ 6" . NOTE: REFER TO ELEVATION& FOR T'rF'E OF COUJ1N& IN&TALLED AT ENTRy TO EN&uRE PROPER FOJNDATION REINFORCEMEN BEfORE ANY CON&TRUCTION BEGIN5. - ~ , - - 1'.6" 1'.611 1'.4" 4'.10" 6'-2" \ 40'.0" \ \ ELEVATION 'to. (-) ~'-:;j I/~ ~ 1'.4" 1'.4" 2'.6" 2'-2" 16'.011 1~'-4'1 \ 1'.4" 11'-10" 21.4" [FOUND~ l~ON PL~N 1/4. . 1'-0. \'.0" ~ ~ N , Ci'I ~ , "" L!!fA\ \2.V jc: ~ , ~ ~ , ~ "" , ~ ~ , Ci'I ~ I ~ ~ , ~ ~ , r ~ , "" ~ I Ci'I ~ I ~ ~ , l!'I ~ , ~ I r U'\ ~ , C"4 L\I PROCESS ~-- LATEST DATE: REVISION DATE: DESCRIPTIO;-'; : -- ----_._--- 09/16/04 - ~ , (p U'\ FILL CELL WIMAeoNRY MIX TO COVER PIPE. (AF'PROx. 3 COJ~5) NO VERT. RE6AR REQUIRED o 5AMUEL A. GREEN6ERG, P.E. o TI-4UY H I-4UYNI-4, P.E. ~12'122 o IRWIN J. 6EN50N, P.E. "'4~lS8 lI3424S @ . I I I I I !~ I\P) 6'-01/411 IQDI l0.."'''''\c.~ /' I ~ 7~= I ~ ~S I ~l ; ~ ~ ~ ~ ~u'r_--! !/r-rU13---" ~/~m~~~ i /!~ '-~. : if-l- - - - - ~"''''''''''''''''''''''''''''~ ,;:~ .- - - - - [- - ~II- - - -} - - - - - - - - - -J- - _..i. ll'\l_____/ .~'\ /1~~,,1 "" I ~!t r I 1 // I ,~, I ' I / - 0 . .1 e" WIDE TI-4IC.KENED / __L_ /).' I (p "7 I ~ I EDUE WI (I) Ill,; CONT. , II <... ~~, II ' i FOR 5l-1OUJER RECE55 ~ /"'- ,,~ ,- l' II FA' ~~/('~ <) ): " I : ~ r A '\ ~ ~ c) )/ ~ 4' CJ I, \ 51} I \S'....::~ J, / , -........::..., 13' .11" ~ ~~ I' - ~ II I I I "" .t ~ I I I 4'.6" ~'.10" 4'-2" 14'.2" I '-t-I 1 ! ! ,l-----,-J--- 'K\ -- --- ~ I II I D. II LU. I 51 )--=--=--=--=- I III II I ,~! REF. I ,~ , ~~----~-----~-------------- ----~------i-----~~~~~, I d.~-- !----,-J--t-4AN5EN I I I', 'J , . ,';-~~-IDAU~- BOX ~ _ --~~--,-- : ,{ : lit C_\ f'1.: *l t-4.13. \~, - I 'L_/ I t- L.. 'i I fC\ .---, -- --- .- -==.- :-n~~Et I" ~'-:'LEVATIO:'-IZ>' e-IZ>" I .; · ~ :,@\Jffi. (-) 12)'-3 1/2" =r - I I ,r;- 01~ o I- I 1 l!'I ::J ::t I- ~ I I ~ : 1-11) '-'--'-'-'-'- Ii -+_._._._._._.~~.t-I .-: .---.-.-.-.-.t. -'-1' --[ n · V "-' _ - _ _~.j- I I ~- __.J_ ----- ------~ ~ I I I (p I I " 'I I - I . Lj ------ ------.--."t:'k: I --j----------- ---------_t_ 11 I I \\ 1 I '- I I 18'-0U 1\\ 6ul 6'-2" I I~ I I ! I 1_' I. ~ BRICK 1!"7 I : ~ P ~VER5 I I I I 1" · +-rll I C() I I I I I = I I _ I 1= ~ I I - I 1"7 _, 1 I fJVF\ '" ~ '\ ~ ! L~.._,~ I. .J;~~,~~~~~-;;~;~~~ I ~~ \~~~_:~_ ...9' V ~' \~'- .--- ~~~------:-----:-~~~:I TO'M: BE5T Cf T\.E EN:iINEER'51<W.U..ED6E ~ BELlS:, me $~ PLAN5 AND $PECflCAT1~ cct1FLY UJITl-l T\.E FLORIDA aJILD~ COOE, 5ECT1CN lb~ FOR 12~ MP.14. 3 5ECOO GU5T, EXf()6I.ft 'e' WIND ZOf (2001 EDIT1OO. Tl-l15 DRAW~ ~ DE51GN 15 vALID FOR 12 HeMt-!.o AFTER 111E DATE 15 5k':!NED ~ OEALED. 516NED ~ 5EALED FOR T\.E 5m.t11M PORTICN Cf Tl-l15 DRAWiN':i al Y. ~~ IJ) a~ c Q~j " ~~ ~OC ~ ~ OO~ \J lN ()~ , \ ~f Uz U)- ZIY ill <(z Q~ ill N rn~ ~~ ,01 <111) 0:1 OC" O~ ..Jtj,) lLV I I IX 0<1 <1lL w (l) o ..J~ ..J~ 0- lL~ <111) ,'t ~~ ~~ 't- ""tj,) v X, Ow (l)z .0 QI lLlL . (l) w ~ ifi 't ~ ~~ ~I ~~ ;!;as tj- ~~ i5~ ~~ ~~ ~i5 /::;;; n ~~ d ....'" ~!l1 <a>- ~~ ~~ ~~ 8", j~ ~5 \ij>- ....15 ;;;a @ -.... @:V ~ @ ~ ~ ~ ~ ~ CJ ~ ~ . ~ P i!C (!i) ~ @ ~ ~ [FJ d ~ w w @ ~ W 2) \i::l (W @ ~ ~ @ d al ~ ~ g @ Ii=> ~ [!lJ ell @ ~ ell [!lJ ell !Xl [!lJ @ ~ g 2S t:!J ~ ~ ~ [!lJ @ ~ g ~ @5 I? g ~ ~ @ @ @ = ~ @ @, I? c::!l ~ ~ DATE: 05-1]5-02 SCALE: AS NOTED DRAWN BY: f8~!L!L VANCE AUTOCAD FILE ~A'-'IE 1]827 ENGI;-';EER OF RECORD: DANS CO ENGINEERING, P.A. SHEET DESCRIPTION: FOUNDATION PLAN ~ LA TEST DATE: IN PROCESS DESCRIPTlON : REVISION DATE: 09/16/04 4e>' -e>" 12'-4" 13'-8" 11'-6" 14'-e>" WALL LE GEN 0 . INDICA TES FILLED CELL wi (1) #5 VERT. ~/////////~ INDICATES TOP OF MASONRY @ 8'-0" MIIIIIIIJlIIITI INDICATES TOP OF MASONRY @ 8'-8" Iii ~ B] INDICA TES SHEAR WALL ~ INDICATES INTERIOR BEARING WALL ~'-6" 4'-6" FILL CELL WIMAOONRY MIX TO COVER PIPE. (AFF'ROX. 3 COtiReeo) NO VERT. REBAR REQUIRED LU/4'REVEAL5 TOPe . olOE5 ~ "<t L() a 0'> .- Q) <..> QC c V) V) Q) C E 0 .l: tj 3'-l2'x3'-I2''' AIC PAD l-lB. *2 &l-l. l-lD. AT '-8" v AUL T AULT <O--~ 3:/213:12 SIM. PORCH ~ 13'-I"x8'-I2''' _I r 8'-211 CATl-l. CLG. SR. 2 1I2"-3"xl1'-I2''' 't I 8'-12''' FLAT CLG,t- 11'-12)" 13'.8" MAS STRUCTURAL NOTES (}l I U) II) I ill PROViDE (1) 'S CONT. IN FILLED PRECAST LINTEL AND (1) 'S CONT. IN FILLED KNOCK. OUT BLOCK. ABOve (2) 2 x 6 I4EADER WI Y2' PL yu,ooD FLITCH USING (1) &IMP50N LSTA18 AT EACl-l END. PROVIDE (2) 2 x 4 B.U.C. WI (I) &IMP50N LTT200 AT BA$E. o ! ~ w ~ ~ N lOb ~ UJW ~ ~ ~ :'1 PLF 00 lOb ~ ~ I U - N N \J 1 iN --=IN ~ ~ 12'-12)11 3'-3" &'-4" - r I CD ~-- vAUL T vAUl T ~3:12 ~ I I I "t o 8) PROVIDE (1) 'S CONT. IN UPSET FilLED P. LINTEL. - N I "" ~ I ~ N "t I (2) 2X8 BEAM (INSTALLED FLAT) WI &IMPSON l-lU5C48 CONCEALED FLAN6E l-lAN6ER e EA END WI (4) 3/16' , x I'~' TAPCONS . o.ll2'd NAilS (1.0.6. e "-0' AFF.J (<\ ILEISURE ROO I 14'-~"x2:;'-4" CA Tl-l. CLG. I I o (2) 2X8 BEAM l!X1) 51MSPON L5TA18 e EA END. PROVIDE (2) 2X4 P.T. CRIPPLE eTUDe WI(!) 51MPSON META212' e EA 6AOE. 5PAN BEAM FROM MASONRY WALL TO MASONRY WALL. L~ 18 , 11" 0:1.' 1,2,,~ -~ .;.1-43 t I ~ I~ ~ I =i~~ <1: -' -1 3ti)l) ill LaO u- = ill -J l' Z ou- ill-' 'Ilu- Iti) U>f- f-<1: alL lLo f- N rd.) 11)01 ~-.S) w iE ,01 ~~ ()~ <1:11) ~, ()~ ,,", <,j~ oc'" ZaJ Uci o~ ~- z~ -!d.) <3"" U)Z IL"- ~~ I , ~~ ZIl :I~ ~~ ill OIL \5:3 <1: ~ ~iE <[z W if) ~~ l'O 't If 25 Q~ 0 . ~i5 -l-.S) l'O ~'" -!-.S) u ill o- w ~g o..~ ~~ <1:11) "">- .'t is'l ~-.S) ti"" Ou o~ ~~ 'llf t3"" ('l)~ i~ "- X' ~~ Ow \jj'" l'Oz ~~ ,0 @ ~l ~ I ~ NOTE: ATTACl-l1 x LEDGERS ON (3) SIDE5 FOR LEveLING SUPPORTS, TOP OF LEDGER t9 18 112" AFF. - -I "t , U) 0.5.6. WI DRYWALL FOR Ale SHELF ~ I r U) TRUSS DRYWALl- "t I "t , 01 U) 01 U) ~ , ~ .OJ J5~ Ulf- "'<1: ci I KNEEWALL ti) 42" AFF. WI TEMP. GLASS Sl-lOWER ENCLOWRE ABOve - ~ I - C SRKFST V AUl TED CLG. ------ :;-l2'xo-8 6'_~,6FD ~ ..... <l) ~ ~SQ ~ t<'I ~ l-lAN&EN BOX- 1:)(- &~ij ~ ~<t~ ~"'<t ~~~ :1[~ wll:OC lj~~ :1S() u: z "" @:V ~ @ ~ ~ ~ ~ . I!!:, D . . ~ ~ . p i!i) i!el <!el ~ ~ ~ ~ ~ ~ c!J ij ij (@ ~ w 2) 'if:! (W (@ @) ~ @ c!J aI ~ ~ @5 @ I? ~ [!!] aI @ aI [!!] aI co ~ [!!] dJ @ @ ~ 8 ~ [!!J ~ ~ @ = @5 ~ @5 I? @5 ~ ~ @ @ @ = @ @ eo I? <::!] ~ ~ Ale SHELF DETAIL FILL CELL WIMAOONRY MIX TO COVER PiPE. (AF'PROX. 3 COtiReeS) NO VERT. RE6AR REQUIRED RYWAll RECESS VENT TI4RU WALL lS'-@'1 - ~ , ;\'i~ _, 1L _I ~(l~ _<1:f- Qlll<1: I -J . - II Q '" I - ~ "t I U) N INDICATE5 AREA OF ~ MODIFIED TRUSSES I'" FOR AIC &I4ELF - L::: SEE DETAil GARAGE 18' -12'''xl~' -12''' - N I ,--, L ~ (\) I ATTIC ACCE5S 22><36 MIN. "t 01 ~ I . o T .. ~ ~ " ;) , o " .. 1,3'-Ie>" SR,4 1I2"-8"xll'-8" = 8'-12''' FLAT CLG. ~ ~ '-J DATE : 05-1]5-02 SCALE : AS Ii\!JOTlED DRAWN BY : [8~1L1L VA[NCE AUTOCAD FILE NAME 1]827 ENGINEER OF RECORD : DANSCO ENGINEERING. P.A. SHEET DESCRIPTlON : !FIL.OOR PILAIi\!J 2 , ~ . ;) !: "t I - N 1'-4' - ... * 3:; &l-l I4D. AT 0'-8" :.JI . :J t: ~ ..I ... , . SEE ELEVATION5 FOR nPE AND STYLE 1'-811 COLUMNS AT ENTRY '-4' '-41 161-12)11 4'-811 11-811 1~'-4" 10'-2" 11'-Ie>" FLOOR PLAN NOTE~: 1. ~EE SHEET SN2 FOR COMPONENT 4 CLADDING DE~IGN PRE~~URE TABLE. 2. ~EE St-4EET ~DWl 4 ~DW2 FOR DOOR AND WINDOW TABLE~ AND IN~TALLATION INFORMATION. 3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-IN~ MU~T BE COMPLETE, IN~PECTED, AND APPROVED BEFORE REQUE~TING THE FRAMING IN~PECTION (PER FBC 10S.b). 4. *-DENOTE~ EGRE~~ WiNDOW o 5AMUEL A GREENBERG, F.E. lP3424!:> o THUY H. HUYNH, F.E. ~1Z'122 o IRWIN J. BEN50N, P.E. -4~1S8 " , 4e> ' -IZ' II - L- U ~ , ! 2~ ~ ~~~ ~ 3~ ;) ;) " ~ ~ - FLOOR Pl~N .. " 0:> TO Tf.lE BE5T a: 11-E OOINEER'5 KNOUlElXi: AND BELIEF, Tf.lE 5TRJClURAL PlANS AND SPECifiCATIONS CCMPL '( WIT~ 11-E A..CRiDA f31JIlDI~ CODE, SECTION Ib0b toR 120 MPJ.!. 3 SECOND GUST, EXPom 'B' WIND leNE (2001 EDITICNJ. T~15 DRAUJI~ AND DESIGN 15 vALID toR 12 MCNTf.15 AFTER Tf.f DATE 15 616NED AND SEALED. 516NED AND OEALED toR 11-E 5TRJCTURAL PORTION a: ml5 DRAW'~ ONL '(, , r:: c .. ~ u oJ , 1/4. . 1'-0. D ~ l:>> ~ ~ l:S ~ o ~ .. ~ T.O.M. m DECORAT~ t::r E3 DECORAT~ ~ ~ISH ~ ~ISH , G."l , ~ FINISH FLOOR LINE ADE L1N0 ASSUMED ~ J t' it it ~ it :) :) ~ t' :) ;>> ~ :) !: ::D ~ ~ c , . J J J , , c :) J J :> :> :) E ::l - " :> , i: C .. ;: j .J , I) ~ I) ~ cs ~ IS ~ . , STUC~ N ri)~ ~ISH ~\\} ~ ,01 a>'> O~ <Ial) ~8 '" ~I T.O.M, ()~ ,,-, 6" BANDING OC" 0~ l) ~' ;!OilS 't 0!:1 tj- I z~ ::- -Jd;) <:5"- U)Z LLV i'5~ DD DDDD D FEHJ ' I Oilj ~:::> 'Z ffi IX ~o U<I o~ D ~i5 ~~ <ILL ~ ~~ ODD 't DDDD ill in ~~ I lfi 't g:~ DECORATIVE ~ Q~ 0 . !i:~ ODD DDDD -J\\} lfi <:le; FINISH -J\\} ill w:::> D ill 0- ;;8 lL~ w'" <Ial) ~~ "')- ggg gg I"T IS~ FINISH FLOOR LINE ~\\} ~tj o~ ~" ~ff 't!:1 t3", ADfu L1N~ GRADE LINE cf\d;) i~ v ASS MED x, ~~ Ow ~~ lfiz ,0 @ Q:r lLlL RI DGE VENT SHIN~ ~OF STUCCO FINISH 12 15 LINE OF INTERIOR VAULT AT MASTER BR. 3L---__ 1 DECORA~ 0 ~ISH 0 FLOOR LINE ~ I G."l RIGHT ELEVATION REAR ELEVATION SCALE: 1/8" = l' -0" SCALE: 1 /8" = l' -0" FAMILY ROOM MASTER BR. ;. I G."l B . 3 SECTION SCALE: 1/8" = l' -0" AA JOINT5 IN 5HEAT~I~ MIN. o'-~', MAX 6'-~' 6ACKNAIL. WI (2) loa NAIL.5 2'x4' OUTL.OOKER . 24' OIC IMP$CN ~3 CLIP I~LE 2'x4' TOP PLATE END NAILEO WI (2) loa INTO eTUoe . (2) loa TOENAILED INTO OUTLOOKER 5EE 5TRUCTURAL. NOTE5 AND NAIL.I~ 5CHEDULE FOR &HEAT~i~ OETAIL. \ 2 'x4' CRoee 6 AT RIDGE FA5 AT EAC14 JOINT WI (2) l~ax3' elMPSoN &PI 51MP5ON ~1~ OR EauAL . EA OUTLOOKER 2'x4' KNEE WALL. WI 5TUoe . 24' OIC 2'X4' OIAGONAL 6RACI~ . MIO-~lu~T WI (2) loa PER ~CTION 'L.' 6RACE TO EXTEND it LEAeT W% OF u.e6 LENUT~ (5EE TA6LE) 2'x4' CONT. 6LOCKI~ WI (2) loa PER JOINT elMPeoN ~3 2'x4' CANT. it 24' OIC c.YPeUM WALL 6004 (2) loa THRO.JGI~ TRJee u.e 2) loa T~~ 6LOCKi~ / 2'XO' P.T. 51LL. 2'x4' 'T' ON TOP OF PANEL. 6LOCKI~, FAeTEN WIT S/6' OR 112' CEILI~ OEN5E / l~ax3' . 4' ole c.YPeUM WALL BOAR!? FAeTENEO -.! WIT~ 6d COOLER NAILe OR I 1/4' L~ ORYWALL. 5CRELI.Ie COMPL YI~ WIT~ A~111 Cl~~ FOR FiRaT 6'-~' FROM END WALL. . 4' OIC T'rPICAL (2) loa T. 2'x4' END NAILEO WI (2) loa . EA 5TUD elMFeON MTel8 TWleT eTRA FROM BEAM TO COLUMN ('2) elMFeoN META'2el ~ f.iI SAoE OF COL. ~ ALL.NINL.N eoR=lT VAPOR 6A~IER UNDER C.A6LE TRUOe BOTTOM CORD (ROCf'I~ PAPER OR ROCf' CEMENT) 61MPeoN ABE44 COLUMN SAOE WITI-lOUT ANCI-tORo TO MAOONRY COLUMN BELOW NOTE: 5EE c.A6LE 6RACI~ OET AILe FOR ADOITIai4L C.A6LE 6RACI~ I~ATION 112', ANCl-iOR BOL.T . 32' O.C. MINIMUM 0' FROM PLATE 5PLICEe WI 3110'x2' 01A. PLATE ~R WOOD TO MASONRY COLUMN SCALE: 3/4"=1'-0" < > ROOF vENT 6C~EDULE < > Verlf~ wIth General Contractor all rOOf vent IOCdtfon~, C\uantrtle~, and ~rZe&. ROOf vent~ ~hdll be In~talled for a mlnfmum Of vented area ae II~ted below: Marl<. LOCdtlon Off rfdee vent~ or oOfflt Vent eC\ua I ~~stem (sq, in) (~q, In) RVl l~t Level 14~ 14~ ROOf TO T11E BEST ~ T11E e<<JmR'S KNOU.l.ElX:d: ~ BELIEF, m: S~ Pl..M$ ~ 6R:CIFICATlct-lS CGt1FL '( WlfI.l T11E flORIDA 6UILP~ COOE, 5ECTIct-llb~ FOR 12" M.P.J.l. 3 5ECOO 005T, ~ '13' WW ZeN: (2001 EPITICW. fI.llS DRAUJiN:j ~ DE5i(ji 15 VALID FOR 1211CNT115 AFTER TH: DATE 15 SIGNED ~ 5EiUP. SkiNEP ~ 5EALED FOR fI.lE Sm.w;11JRAL PORTIct-l ~ fI.ll5 DRAUJiN:j eM. '(, CANTILEVERED GABLE END BRACING DETAIL SCALE; N. T. S. @- RIDGE VENT LA TEST DATE: IN PROCESS DESCRIPllON : REVISION DATE: 09/16/04 12 SHING~ D 51 ~OF T.O.M. ~ DECORAT~ BEl DECORAT~ I ~ISH ~ISH G."l FINISH FLOOR LINE .-./1 ~ ~ Lf) a (j) <l> () Qe c Vl Vl <l> C E 0 ..r: - GRADE LINE: (ASSUMED) LEFT ELEVATION SCALE: 1/8" = l' -0" ~ w ~ ~ eN] DC ~ ~ / 1 x6 F~bblA 00 DC W DRIP S ~ (TYPICAL 0> \J N FRONT SCALE: 1/4" = 1'-0" "A" ELEVATION . BEAM, eEE FLANe OEE PL~ FOR AMOJNT AND LOCATIa-l Cf RElr-fORCEMENT NOTE: 6'xl6' UNITo MAY 6E Ll&ED UNLE&5 llJOOD COLLt1N 15 FRAHm ON TOP Cf COLLt1N "\ ~ ~ @ ~ ~ ~ ~ a ~ 0 ~ ~ ~ a [? (!f) @:il ~ ~ ~ ~ ~ ~ d w w ~ ~ @ 2) Ii? @ ~ 6l ~ @ d '" ~ ~ res @ Ii=> ~ '" @l ~ '" I!!l '" "" I!!l @~ res 25 c!l [!!J I!!l @ ~ ~ res ~ res [? g ~ ~ @ @ @ ~@ @ @, [? ~ ./ 24'><24' OR 16'x16' MASONRY COLLt1N FILLED WI 2~~"P61 CONe. F.T. DBL. :2 X 4 SUC. ATTACH :2.FLlEe ON EA. FACE WI leld NAILe 6 8' O.C, EE ELEV. FOR FINleH eTYRO FOAM LURAF AT ROUND COLUMNo TYPICAL MASONRY COL. SCALE: 3/4"=1'-0" o 5AMUEL A GREENBERG, P.E. -:3424:; o Tt-4UY t-4. +-IU'T'Nt-4, P.E. ~C2'122 o IRWIN J. 6EN50N, P.E. -4~1:;8 DATE : 06-1l6-02 SCALE : AS NOTED DRAWN BY : [8 ~ ILIL VANCE AUTOCAD ~LE NAME 11827 ENGINEER OF RECORD : DANSCO ENGINEERING, P.A" SHEET DESCRIPTlON : ELEV A TOO IN] PILAN 'lIlA'lP SA RIDGE VENT SHIN~ ~OF 12 15 T.O.M. DECORATI~ ~ISH (OUTRIGGER~ SEE DETAIL) FINISH FLOOR LINE l~sEU ~kNDl c::r ~m DECORA~ ~ISH ~ I ~ RIGHT ELEVATION SCALE: 1/S" = 1'-0" JOINTe IN 5l-!EAT~I~ MIN. o'-~'. MAX 8'-~' STUCCO FINISH 12 :-15 173- ~ I ~ LINE OF INTERIOR VAULT AT MASTER BR. T.O.M. DECORATI~ ~ISH FLOOR LINE ~ , ~ REAR ELEVATION SCALE: 1/S" = l' -0" e.EE 5TRl.lCruRAL NOTE5 AND NAILI~ 504EDULE FOR 5l-!EAT~I~ DETAIL \ 6ACKNAIL WI (2) loa NAIL5 2'x4' OUTLOOKER . 24' OIC 1l1'PSCN ~3 CLIP INGLE 2'x4' TOP PLATE END NAILEO WI (2) loa INTO eTuoe . (2) loa TOENAILED INTO OUTLOOKER 2'x4' CR05e 6 AT RIDGE FAeT AT EACt-I JOINT WI (2) l"ax3' 51MP5ON OF1 51 50N ~1~ OR EQUAL . EA. OUTLOOKER 2'x4' KNEE WALL WI eruoe . 24' O/C 2'X4' OIAGONAL BRACI~ . MID-~IGl4T WI (2) loa PER CONNECTION 'L' 6RACE TO EXTEND. LEAeT ~% C4= WEB LENCsT~ (5EE TABLE) 2'x4' ~T. 6LOCK.I~ WI (2) loa PER JOINT 51MPeoN ~3 2'x4' CANT. . 24' O/C (2) loa NT. 2'x4' END NAILEO WI (2) loa . EA. eruD (2) loa T~RO...JGI-l TRIJ5e WE 2) loa T~R~ BLOCK.I~CsYPOOM WALL eoA 6/ 2'><0' P.T. elLL 2'x4' 'T' ON TOP C4= PANEL BLOCK.I~, FAeiEN WIT S/8' OR 112' CEILI~ OENeE / 1~x3' . 4' O/C CsYPOOM WALL 60ARD FAeTENED -.! W'T~ 8d COOLER NAILe OR I 1/4' L~ ORYWALL 5CREW5 COMPL YI~ WIT~ Ae111 Cl~ FOR FIReT 8'-~' FROM END WALL e 4' O/C TYPICAL ALUMINUM 5Off'IT VAPOR 6ARRIER UNDER CsA6LE Tl'<U55 6OTTOM CORD (ROCf'I~ PAPER OR ROOF CEMENT) NOTE, 5EE CsABLE 6RACI~ OET AIL5 FOR ADOITIONAL GA6LE 6RACI~ INF'OfoiMA TION 112', AN~R 60L T . 32' O.C. MINIMUM 0' FROM PLATE 5PLICE5 WI 3110'x2' 01A. PLATE WA5+-lER CANTILEVERED GABLE END BRACING DETAIL SCALE: N.T.S. @)- 2x4 @ 24" O.C. DROP GABLE GABLE END TRUSS STRUCT. SHEATHING FAMILY ROOM "'t , ~ SECTION SCALE: 1/S" = l' -0" x FRAMED, LA-TH AND STUCCOED > :a ..,. :D so :-..I ~ ID :JI) :-..I .... ... 1 \2" DRILLED ANCHOR @ 4' -0" O.C.2xS 2x12 16d NAILS @ S" O.C. (TT"P.) STT"ROFOAM PROFILE 2x10 1/2" MIN. GYPSUM CEILING DIAPHRAGM S" BLOG .0 $I > o z - ..... J., CD ,. o :a , > J.I ~ J.I , I Xl " - o ETA I L @ OUTRIGGER SECTION SCALE: N.T.S. - .I- J.I ~ - 3 'n ~ ~ " :-..I :0 .... - :J: < ~ z: J.I ~ - "- CD ... <0 \XI e - a3 ... a3 o - .. :.1J 51MPeoN ABE44 COLUMN BA5E WITI-lOUT ANCI-lOR5 TO MAeoNRY COLUMN BELOW 51MP50N MT518 TWI5T 5TRA FROM BEAM TO COLUMN (2) 5lMPeoN META21Z' ~ ~ BA5E OF COL. ~ B . AA . BEAM, 5EE PLAN5 P.T. DBL. 2 X 4 B.U.C. ATTACI-! 2-PLlE5 ON EA. FACE WI IlZ'd NAIL5 ~ 8' O.C. EE ELEV. FOR FINI51-! 5TYRO FOAM LURAP AT ROUND COLUMN5 WOOD TO MASONRY COLUMN SCALE: 3/4'=1'-0' T.O.M. ~ I ~ DECORATIVE FINISH TYPICAL MASONRY COL. SCALE: 3/4'=1'-0' 12 51 DECORAT~ ~ISH BEl FINISH FLOOR LINE G rl~SEU ~kNDl LEFT ELEVATION LATEST DATE : IN PROCESS REVISION DATE : DESCRIPTION : 09/16/04 RIDGE VENT SHIN~ ~OF ~ ..q- L() a (j) ...- Q) () QC c .- (/) (/) Q) C E 0 ..c tI DECORATI~ FINISH ~ (OUTRIGGER~ SEE DETAIL) SCALE: 1/S" = 1'-0" OUTRIGGER (TT"PICAL) E DETAIL B) D DO DDD SEE PLM FOR AMOUNT AND LOCATI~ Cf REIN=ORCEMENT NOTE: 8'xlo'lJ'.IIT5 MAY BE USED UNLE&& WOOD COLiJ1N 1& FRAMI~ ON TOP Cf COLlI1N 24'><24' OR lo'xlo' MA&ONR,( COLlI1N FILLED WI 2~00p$1 CONe. ~ w ~ ~ N oc ~ ~ 00 oc ~ () \J N RIDGE~ 1 x6 FASCIA STUCC VENT w/ DRIP EDGE FINISH (TT"PICAL) N :n~ ~~ '" = ()~ , ~~ '<{d) Q~ .c;1 a., OC""' <.S(;l U ~' i!:1l5 o~ ~~ -It'\) csif 1)Z lL'" ~!::l , , ~~ zffi :rX ~~ o'<{ iSr5 <[~ '<{lL ~ 1== III if) ~~ {fi "'t iff5 o~ 0 . z~ -l~ (fi ~<= -l~ u 0- III ~8 o..~ ","' '<{d) d "'>- ,"'t ~~ ~~ "'"' Ou o~ ~~ ~"' c<)t'\) t3~ '" i~ X' ~~ 2~ (X>- "'~ =0 ,0 @ Q:r 0..0.. INTERIOR VAULT 6" BANDING STUCCO FINISH 12 :-15 DOUBL KEYSTON l; (TT"PICAL) (+ 12") DDDD DODD DODD ggg GRADE LINE: ~ASSUMED ) DECORATIVE FINISH "I ~ ~ @ ~ ~ ~ ~ c l!!:, D . ~ ~ ~ c [? i!V l!V ~ ~ ~ [l::J ~ c!J @!I (@ (@ ~ ~ rw 2) 'i? @ ~ ce1) ~ @ c!J '" ~ ~ @S @ I? ~ ~ '" @ ~ '" I!!l '" <:D ~ ~~ @S 25 d.l C!!J ~ @ ~ ~ @S ~ @S Ii=> @5 ~ ~ @ @ @ ~ ~ @ @, Ii=> ~ ~ FRONT SCALE: 1/4" = 1'-0" ELEVATION "B" < > ROOF vENT SCHEDULE < > Verlr~ wlt.h Gerleral Contract.or all roof vent. 10Cdt.fone, '1uantltlee, and eizee. Roof verite ehdll be fnetalled for a minimum or verlted area ae Ileted below: Mark Locat.lon Off rIdge verite or 60rrJt Verlt eG{ua I e~etem (e'1' in) (e<1. In) RVl let Level 140 140 Roor DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : [8~LL 'VlAIJ\!lClE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENGINEERING. P.A. SHEET DESCRIPTION : IELIE'Vl A T~ON [PLAIJ\!l 'lP[B'lP 385 o 5AMUEL A. 6REEN6ERG, P.E. ~424S o THUY 1-1. t-4UYNI-I, P.E. ~0122 o IRUJIN J. 6EN50N, P.E. "4~1S8 TO 11-E 6E5T c:f 11-E OOINEER'5 KNO.l.lElX:rE ~ BELlEF,11-E 5 mJC1URAJ.. Fl..AN5 ~ OffCIFICA TIOO W1PL Y UJIT14 11-E R.ORIDA 6U!LD~ COOE, OECTla.l1b% FOR l2el MPJ.l3 OECOO GU5T, EXPOO.JF:E '6' WW ZeN: (200l EDITICW. THI5 DRAUJ~ AND DE51GN IS VALID FOR 121'1Ct\Tl15 tfTER 11-E DATE IS 5~ AND 5EALED. 51GNED ~ 5EALED FOR 11-E 5 mJC1URAJ.. PORTla.l c:f THIS DRAUJiN:j ()l Y. T.O.M. RIDGE VENT SHIN~ ~OF 12 15 B ~ I m DECORAT~ ~ ~NISH ~ DECORAT~ ~NISH (\) FINISH FLOOR LINE GRADE LINE (ASSUMED) RIGHT SCALE: 1 /8" = 1 '-0" ELEVATION 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. SIM, 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 MTS 18, TO MASONRY BEARING WI (1) SIMPSON META20 AND TO RIDGE BOARDS wi (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE. 10" DIA. 1/2 COL (TYPICAL AT GARAGE) SCISSOR TRUSSES AT 24" O.C. FAMILY ROOM ~ "t I (\) B . 3 SECTION SCALE: 1 /8" = 1 '-0" AA > :0 JOINTe IN Ot-iEA T~I~ MIN. o'-~'. MAX. 8'-~' OC' so >> :-..I :-..I - &EE eiR1.JCruR.4L. NOTE5 AND NAILI~ ea-eOULE FOR et-IEAT~I~ DETAIL :D :-..I ~ .... 51MP5ON 5Pl 51 I-ll~ OR EQUAL . EA OUiLOOKER 2'x4' KNEE WALL. WI eruoe . 24' O/C D Sit > o Z 2'x4' CRO&e 6 AT RIDGE FAe AT E~ JOINT WI (2) l~ax3' 2'X4' OIAGONAL 6RACI~ . MIO-I4EIG~i WI (2) loa PER CONNECTI~ 'L' 6RACE TO EXTEND . LEAeT W% Cf' u.E13 LENC:IT~ (OEE TAI3LE) 2'x4' CCNT. 6LOCKI~ WI (2) loa PER JOINi 51MPeON ~3 2'x4' C.ANT. . 24' O/C l~ax3'. 3' OIC T~~ ct-lORD INTO 2'xo' P.T. PLATE - '- .J.. co :. o ~ I > J.J ~ J.I , ~ n - - .L. J.I ...J - (2) loa T. 2'x4' END NAILED WI (2) loa . EA 5ruO ::> ~ :I) ~ ~ 2) 1 a 1" . G'rP5UM WALL 60A (;2) loa THROUC:I~ TRUoo ll.JE 0 ,..,ROl..J<::l:I-l 6LOCKI~ V 2'XO' P.T. 51LL. 2'x4' 'T' ON TOP Cf' PANEL 6LOCKI~, FAeTEN WIT &/8' OR 112' CEIL.I~ OENOE / l~ax3' · 4' OIC G'rP5UM WALL BOAR!:) FAeTENEO ~ WIT~ 6d COOLER NAIL5 OR I 1/4' L~ ORYWALL ecREUJe ca1PL. YI~ WIT~ AeTM CI~ FOR FI~T 8'-~' FROM END WALL . 4' O/C TYPICAL ALUMINUM 5OR=IT vAPOR BARRiER UNDER GABLE TRUoo BOTTOM CORD (ROOFI~ PAPER OR R~ CEMENT) ... :-..I :0 .... - :z: -< z:: z: J.I ~ - .... d) <- <0 co e - l.O .... co o - 'J) NOTE, OEE GABLE BRACI~ OET AILe FOR ADOITIONAL GABLE BRACI~ I~ATION 112', ANa-lOR BOLT. 32' O.C. MINIMUM 0' FROM PLATE 5PLICE5 WI 3/10'x2' OIA PLATE W~R CANTILEVERED GABLE END BRACING DETAIL SCALE; N.T.S. ---.J 3_ 12 E3 ~ I DECORAT~ 0 ~NISH 0 NIS FLOOR LINE (\) REAR ELEVATION SCALE: 1 /8" = 1'-0" 5TRUCTURAL NOTE5 I'j\ ~ (l) 1& ceNT. IN FIllEJ:) ~CA&T LINTS. \.V AJo.I:) (l) 1& ceNT. IN FIllEO KNOCK OUT eLOCK AeOVE ~A~A~ ~ GARAGE DOOR , 8 -0 x19 -0 t OPEN POSTION r--------------------i I I II ROOF TRUSSES r-..... II ~ ABV. @ 24- O.C. I I I IF CONCRETE: 4 #5 VERTlCAL : ~ K I y~ 52 I ENTRY 6'-6"x10'-4" VOLUME CLG I , I , PARTIAL FLOOR PLAN 1/4" = 1'-0" D. 6EA1"1, SEE PL.MIS (2) SIMP50N MET A2~ ill SASE OF COL. SEE ELEV. FOR FINISH ST'(RO FOA1"1 WRAP AT ROUND COLUMNS SIMP50N MTSI8 rwr6T 6TRA FROM 6EA1"1 TO COLUMN P,T, DSL. 2 >< 4 S.U.C. ATTACH 2-PLIE6 ON EA. FACE WI l~d NAIL6 . 8' O.C. 61MPOON A6E44 COLUMN SASE UJITI-4OUT .MICl-IORS TO MAOONRY COLUMN 6ELOUJ LINE OF INTERIOR VAULT AT MASTER BR. T.O.M. ~ I (\) RIDGE VENT -, 12 SHIN~ J 51 ~OF T,O.M. - DECORAT~ DECORAT~ ~ I ~NISH ~NISH (\) FINISH FLOOR LINE ) J GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 /8" = 1 '-0" RIDGE VENT STUCCO ~ w/ 1 x6 FASCIA FINISH~~ DRIP EDGE LINE OF INTERIOR (TYPICAL) 12~~ VAULT STUCCO r~ I ---- FINIS(-1\; 5(2- STUCCO ~ISH ~ 12 12 bJ ~- SHIN~ 15 fO\ "-.S~ ~5 ::;-)7 ~" \20'~DDUBL~ 6" BANDING- '" ;'~v ~ ~F ~~ ),\ '., ~/ ~~ ~18~L "of L s~' ~ '- -c:, - - SA D D LE -..,2S;....~ T..O.M. I "- \ I TF.G. "'t " JFr= ~ , U \ / I ~ :... , [J[ ] - ~ tHE DDDIl' - ;:= I"" -l- I ~ ~;:=J - - - ;::::: ~ ~ - If DD~ DDD~ r ~ ~ ~ , I ~ ~ "of I - I t- .?I I ~ I~ DDD DDD ^ - - ~/ I 11. - - (=~ \. " "7 - r=1f:;;; \ ~~n to; / + K ~ "Iggg ~, =.: ~ v FINISH FLOOR LINE JI , , -so-:- sa:- \ SQ. SO-:- \ / , '-- 10" DIA. "-GIJADE L1N0 ~10 DIA. \ '--1'-2" DIA. DECORATIVE--.I ~2 COL. ASSUMED 0 COL. COL. (TY ICAL AT QY TEMP. F.G. FINISH GARAG E) DECORATIVE FINISH FRONT "C" ELEVATION LATEST DATE: IN PROCESS DESCRIPTION : REVISION DATE: 09/16/04 ~~ Ul a~ c'~. QcJ tJ ~~ C0J]oc ~ ~ OO~ \J I N N rl'S;) u)01 ~-Sl ~ oi ,01 08 <tU) ~N nl -<:1 "-. OC" c5~ U~' o~ ~~ ..Jl'S;) ~8; lLV ~~ d)- , , ~~ ZOC IX ~~ ill 0<1: ~~ q~ <tlL ~ ~FE W in ~~ III "of 1l:i3 O~ 0 . !ZiS ..J-Sl III !:i<= ..J-Sl u W w:> III 0- FE~ (L~ ~~ <tu) in ,"of ~-Sl El"" au o~ ~a :l18; c<\l'S;) t3", v j~ X, ~o Ow ~~ lllz ,0 @ QI (L(L SCALE: 1/4" = 1'-0" WALL LEGEND . INDICATES FlUED CELL WI (1) 15 VERT. tw7//////////~ INDICATES TOP Of MASONRY 0 8'-0. ,- ., INDICATES SHEAR WAll. ~ INDICATES INTERIOR BEARING WAlL < > ROOF VENT SCHEDULE < > Verlr~ wIth General Co<ltractor all roor Verlt locatIons, quantftres, and ~rze&. Roor Verlts shall be [nstalled ror a mInimum or Verlted area as Irsted below: Mark LocatlOfl Orf rldee Verlt& or 60rm Verlt equd I s~stem (sq, In) (sq. In) RVI 1~t. Level 14'" 14'" Roor 5EE PLA.N FOR Al10JNT .AND LOCATIo.! Cf REI/'.FORCEMENT NOTE: 8'x16' L.NIT5 MAY BE IJ5ED UNlE&5 ll.OOD COLiJ1N 15 FRAMING ON TOP Cf COLUMN WOOD TO MASONRY COLUMN TYPICAL MASONRY COL, SCALE; 3/4'=1'-0' SCALE: 3/4'=1'-0' 24-'><24-' OR 16'xlo' MA5ONR'r COLUMN FILLED WI 2S00p&1 CONe. ~ @V ~ @ ~ ~ ~ ~ . ~ D rW . [? (!',f) ~ ~ ~ w [i::J [J:::J d @9 rw rw ~ lYi) w a \? ~ ~ ~ ~ @ d '" ~ ~ g @ I? ~ I!!I '" @ ~ '" I!!I '" tD I!!I @~ g g <:::!l [!!] [!.!J @ ~ ~ g ~ g [}::> g ~ ~ @ @ @ ~ @ @ @, [}::> ~ DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : l8~lLlL VANCE AUTOCAD ~LE NAME 11827 ENGINEER OF RECORD : DANS CO ENGINEERING, P,A. SHEET DESCRIPTION : ElLlEV A TUOINl PLAN 'i'C'li' 3C o SAMUEL A. GREENBER6, FE. ~424S o Tt-4UY t-4. t-4UYNI-t, F.E. ~~122 o IRWIN J. 6ENSON, PE. .4~158 TO'M: l3E5T (K Tl4E t}(jmR'5 ~ ~ l3ELIEf, 'M: 5~ FlANS ~ 5ffCfICAT1()l5 cctR.,.. UHl1 n-e FLORIDA 6UILDm COOE, 5ECTICN Ih~ FOR 12~ MPJ.l. 3 5ECCW GllOT, EXPO$J!<f '8' WIND Zaf (2001 EDITICW. 11115 DRAWm ~ DE516N 15 VALID FOR 12I"'a-lTHS AF1'ER n-e DATE 15 SIGNED ~ 5EALED. SI<1a) A'lD OEALEO FOR Tl4E 5~iUV>L PGWICN (K T\.l15 DRAWm ()l Y. W ELECTRICAL PANEL SCHEDULE - 150 AMP 40 CKT, U Vi -' ~ ~ -' Vi ::.:: <t: w l- I-- W <t: ~ ::.:: ~ ~ F:: ::.:: Vi :5 :5 Vi :':::Vi F:: ~ - <t: ~~ W W <t:a.. ~~ z <t: DESCRIPTION z ~ ~ Ww -' u u -' ~ ~ ::::;; DESCRIPTION > ::::;; ~N 9:;0 9:;0 ~::::;; a w a w 0 0 w w ~ 0.. ::J z ;:Vi cn<t: 0.. uz uz a.. cn<t: z ::J 0.. ~ et:: 1 2 AIR HANDLER CD1 10,000 6 60 2 2 30 10 5,000 1 CONDo UNIT W & FAN 3 4- (j) 5 6 RANGE / OVEN 1 12,000 6 50 2 2 40 8 5,000 1 DRYER 7 8 U 01 9 10 1 15 14 (4) (4) 12 GENERAL LIGHTING - WATER H EA TER 4,500 3,375 10 30 2 (4) (4) GENERAL LIGHTING et:: 11 12 1 15 14- 7 f- CLOTHES WASHER 1 1,200 1,200 12 20 1 13 14- U REFRIGERA TOR 1 1,200 1,200 12 20 1 15 16 SPACE W WASTE DISPOSAL 1 1,200 1,200 12 20 1 17 18 SPACE ~ DISH WASHER 1 1,200 1,200 12 20 1 19 20 SPACE W GARAGE DOOR 1 1,200 1,200 12 20 1 21 22 SPACE SMALL APPLIANCE 1(3) 12 1,500 1,500 12 20 1 23 24- SPACE > GENERAL LIGHTING 10 1,500 1,500 12 20 1 25 26 SPACE 0 DEDICA TED BATH 1(3) 6 0 0 12 20 1 28 SPACE n 27 N DEDICA TED EXT. 10) 6 (4) (4) 12 20 1 29 30 SPACE GENERAL LIGHTING 12 C9 C9 14 15 31 32 SPACE ~ GENERAL LIGHTING 12 0 0 14 15 33 34- SPACE LO GENERAL LIGHTING 11 0 0 14 15 35 36 SPACE GENERAL LIGHTING 11 0 0 14 15 37 38 SPACE ~ ~ GENERAL LIGHTING 12 (4) 4) 14 15 39 4-0 SPACE PANELBOARD NOTES: CD 5,000 WATT HEAT o DEDICATED G.F.1. CIRCUIT o NOT USED o 1826 S.F. x 3 WATTS/S.F. = 5,478 LIVE & NEUTRAL POWER CALCULA TIONS LIVE NEUTRAL TOTAL 50,978 17,853 FEEDERS NEUTRAL LIGHTS, SMALL APPL. 8,478 LIVE TOTAL CONNECTION LOAD LESS A.C. 40,978 DEMAND FIRST 10,000 WATTS AT 100% 10,000 LIVE REMAINDER AT 40% 12,391 A.C. LOAD AT 100% 10,000 DEMAND FIRST 3,000 WATTS AT 100% 3,000 NEUTRAL REMAINDER AT 35% 1,917 REMAINING 9,375 WATTS 32,391 14,292 AMPS 135 60 NOTE: 1) HARD WIRE WITHOUT INTERRUPT SMOKE DETECTOR TO BATH OR KITCHEN CIRCUIT 2) WIRE SIZES ARE BASE ON AWG COPPER (ROMEX) WIRE 3) PANEL SIZE TO BE 200 AMP METER 50CKET 51NGLE PHA5E 200 AMP BREAKER PANEL NEMA 1 30 CIRCUIT o c:::=::J c:::=::J -4 CU TO~ COLD WATER PIFE 4 DRIVEN GROUND ROD 1 1/2' RIGID NIPPLE WI (2) .., AND (1) -:3 CU THW CONDUCTOR ELECTRICAL RISER DIAGRAM NTe . I , 15"FF 2'-6" 3'-1 " / {, 'f I ~ . . " . . . . ~ . . rPEN3 cr SI N K N c=:J D,W '.D I r') ~~kJ 2'-9" 1.18" I. D.W. SINK BAS~ (SPLA Y) (SPLA Y) } 2'-6" J 0)KITCHEN 0KITCHEN :- 100 0 oj MIRROR M,C, "--- ../ ~~I . . II ).--( I Ol I n 10 0 0 01 '0 I "co lD I "r') "0 I "co ~ [ MIRROR n M,C. t 2'-9" J (DBA TH ~} (!)BA TH 10 0 0 0 0 01 MIRROR M,C, ./ "--- ./ p7~l . . 'co . . I TUB ~ N , DRYER VENT P THROUGH ROOF OR FLOOR FRMG. 18"x12" OPEN FACE I 220 V J 2'-6" ~ 3'-0" } @M. BATH INTERIOR ELEVATIONS SACLE: 1/4" = l' -0" '-DOUBLE BOTT. PLATE AND BASEBOARD LAUNDRY ROOM/ DRYER VENT DETAIL N co I r') --t-c Ol "0 I I n "r') ELECTRICAL LEGEND 8= DUPLEX OUTLET e= SPLIT DUPL, OUTLET TOP PLUG IS 'HOT' @= DUPL, OUTLET ABV, COUNTER HGT. @= 220V OUTLET @ special purpose connection ~ TELEPHONE OUTLET 4t TELEVISION OUTLET --f::fT SWI TCH ----v9 3-WA Y SWITCH --0 DIMMER SWITCH go doorbell push button ceiling mount light fixture round recess light fixture @ ceiling mount smoke detector @ ceiling mount CO detector , 48" fl uorescen t I igh t strip ~ exhaust fan < flood light 0000 o,HOLL YWOOD LIGHTS [E] SECURITY KEY + CEILING FAN PREWIRE 11 DISCONNECT o I "co '^ .,., 31aJ> !$ ~ v, ~ rl ~Iorm 9;=, <:T33 10 ~ D ~ 33 ~ VJ! ~ I I I I I I I I I Bfo I 23 ;( /// 7 .LLl1.f'/~ .-/ /ffil1M~'A ~h/ ) 0 In \j )] W ~'/Ox 0,,/9'" / ~ / '< ? ;2f ^ 00" ~o 0/ 25UD 2:1 ~j ~(J y/v'l "~ '11 q WALL ) '5&7 1 'X( x.t~~;~, o ~o/L~~ ~ 33 12 17 v:~~~ 23 W-- 120 I'<~ NOOK KITCHEN ~D EQUAL EQUAL ~ I7\) 12 ~cL 12~~ " I r-L"= ^' ~~ I) 3~)-- W I \0. o///mv ' 15 ' ~ ffl- r--~ 13M ~ ~ W~ ~~ '" "" '" ~ ~~ h ~ ~% FOR 4 '" '" "" ~~,~OO>~~ NER 23 ~~" ~ B' 110v clg, 3sr~. ql~~nt. outlet /b2"\ //~ / ~ ~ ~1 ~ 3 33 ~ ~ IJ L. 8&6......... ^ J D 9&11~V~ I~ +- ELEC'~rf M ETER~l{ . f,l, b- 29 P-- LEC ~I NEL 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 SPECIFlCA TIONS, 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 PO~ER AND 'w'IRING CONTROL LAYOUT. ANY DISCREPANCIES IN THE ACTUAL H.V.A.C, LOAD SHALL BE CORRECTED BEFORE ROUGHING- IN, ALL ~ORK SHALL BE DONE IN ACCORDANCE ~ITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY 'w'ITH ALL LOCAL CODES AND ORDINANCES.. UNLESS oTHER'w'ISE NOTED MINIMUM SIZE 'w'IRE SHALL BE lII4 A'w'G EXCLUDING CONTROL 'w'IRING. UNLESS oTHER'w'ISE NOTED, ALL CONDUCTORS SHALL BE COPPER 'w'ITH 'Tit' INSULATION FOR SIZE lII0 AND SMALLER CONDUCTORS LARGER THANlII0 SHALL HAVE 'TH~' INSULATION ALL CONDUCTORS lI8 AND LARGER SHALL BE STRANDED, ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE. ALL 'w'ORK SHALL BE COORDlNA TED 'w'ITH OTHER TRADES TO A VOID INTERFERENCE ~ITH THE PROGRESS OF CONSTRUCTION. SMOKE DETECTORS SHALL BE HARD 'w'IRED <110 VOLTS TYPO TO A NoN-S'w'ITCHABlE KITCHEN DR 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, (W 31 -1 31q.p-b > PORCH tl: RM II- v 33 .. 33 .. -.J -.J ~ ,~j 29 =€ w.p,! g,f,l, I~I ~ '~~~ 1~1 ~ ~)-@ @: :~i~ .0 ~ ~~ &fB-8 .~~~ l'-~\J.S. I ~. '-" M. BR. T.V. +- 3=t $-: ~o I ~DR @ 33 .. ~ er:: ~ LEISU~ RM -1+-. T.V, 3 '\. " LA TEST DATE: IN PROCESS DESCRIPTlON : REVISION DATE: 09/16/04 t A/C DISCONN. r 'T ~'<t IJ) a~ c'~ QcJ tJ 2&4 , ~ L- .&. Y35 BR. 2 I-RM 35 .. z :5: ~ T,V,~ 35 dD35 ~~ CNoc ~ ~ OO~ V- 1 N I 27 31 ~ ~ ci1 35 n q.p 3L/ 37 37 " ~ N r~ 11)01 ~~ ~ oi 101 ~~ <t11) -..;, n~ "-, OC"'- 0@ l)~ O~ n -J~ <:5"- IL'- ~~ ti)OC I I ~~ IX ~ra Zlli o<.t ~i5 <t1L ~ j':iO' <(z w in Il!~ (Q 't 0::> Q~ 0 1fi5 .. !z~ -J~ (Q !:lo= '-' -l~ ill ~g 0- u..~ ~~ <t11) ~i l't VI ~~ 2:$b o~ ~"'- ~If 't~ t3", ~~ j:; '- X, ~~ Ow ~~ lfiz il'o ,0 @ ~[ 37 BR. 3 Ci RM 37~ L- 8= 25 ~. 25~ DINNING 25@ 37 ~ @ <( 2 ~AV:'\ \ 2:2/ ~ [ '-H~~~ v,I~~\ <t,DR / ~ ,J I @ ) It=( L/ / ~ ~~ 3: -=f- ~ FOYER J 39 ~ cS 39 I a ~ / w.p,; ENTRY ~,f,i. 29 n low voltage [El[ECIR~C~l Pl~N 1/4. . 1'-0. y z 3: 'V:"" ::JO ( :J 25 -+- ~ ~ @ CJ P ~ c!J 2) @ c!J ~ @ ~ ~ g ~ <OJ ~ g I? ~ [!![ <OJ [!![ @ <OJ "" [!![ c::!l ~~ g 25 [!![ @ ~ = @5 ~ @5 I? ~ ~ @ @ @ ~ @ @ @, I? ~ ~ ~ ~ a l!l:, ~ (d) a i!V i!f) ~ @ ~ ~ [l;:J ~ W W @ l'i) @ 'i? GV @ ~ ~ /I . V~ ~39 ~ er:: .. 39 BR. 4 ~~ ~ ( WIN 39 r+h DATE : 05-115-02 SCALE : AS NOTED DRAWN BY : [B~lLlL VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENG~NEER~NG. P.A. SHEET DESCRIPTlON : EIL.ECTR~CAIL. PlLAN 4 '" "11 JJ rr Il. ~ -I\'l .c\\ - o - 'T \..::,'\ -uo:l . I , , , . , / 40'-0" /" / / / I?'-B' 12' -4" 4'-0' v / f I / I A6GE /KOQP~t7 ~ABU~ ~ - ~ B' -0' C~c; - C \ \'-- I.e.\ A2 '^7 <t: n <t: -/ , B' -01 C~c; A3 B! -0" C~u ~ - - 'fl \'l 0 8 ..- '-3 <t: ----" - u 0 '-S;) co \ - ----' \'l <( ~ C \ - '-S;) DRO~Q~/ GAB\--~ A 1 1 G E Iyt/ - o \ B3GE DROPPW C:;fB>~ :r .:z::. n '<:j- n J J J U W U 19' -4" l' -4" 2' -4 ' 6'-2" 4'-6" - r<) ..;t r<) -;) -;) -;) o w 0 ROOF PLAN oj, -:t , 6~" -6~ 6 6 2 --' B SCALE: 1/4" = 1'-0" 0'-6" SIMPSON TRUSS JOINT UPL 1FT CONN. FASTENERS" TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMP50N MET A20 OR EQUAL FOR MASONRY: 51MP50N ~10 FOR FRAME: .t ~U52b FOR ~UNG TRU55E5 ON GIRDER5 UNLE55 OT~ERWI5E NOTED. THE5E TRU55 UPLIFT VALUE5 ARE LE55 THAN CONNECTION CAPACITY. MA50NRY META20 I \ 5 00 14-10d X 1'/2' TIMBER ~10 1 850 lb -8d X 1'/2' HUNG HUS2~ 1 128~ 20-10d x 3' U6P TRU55 JOINT UPL 1FT CONN. FASTENER5" TYPE LOCATION ( LB5) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OTHER TRUS5 BRG. CONNECTION5 ARE U5P HTA20-18 OR EQUAL FOR MA50NRY: USP HC10 FOR FRAME: .t THD2~ FOR ~UNG TRU55E5 ON GIRDER5 UNLES5 OTHERWISE NOTED. THE5E TRU55 UPLIFT vALUE5 ARE LE55 T~AN CONNECTION CAPACITY. MA50NRY HT A20-18 1 1 5 00 14-10d X 11/2' TIMBER ~C 10 1 ~ 5 0 18-10d X lv2' HUNG THD2b 1 1520 18-16d X 3v2' Double connector5 to be placed dlagonall~ to each other. Do not drIve nal15 t(yough the tru55 plate on the Oppo51te 51de of the tru55 whIch could force the plate off the truee. ." Mounted vertlcall~ .. LATEST DATE: IN PROCESS DESCRIPTI ON : REVISION DATE: 09/16/04 STRONGBACKS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRDNGBACK LETTER IN ENG, PACK) Cf) ~ o ~ ~ ~ > P ~Wy\[3 CU-- \.."- } 10-/2'1 ff o o ~? 12 STEPPES ADD/ L 2 PLYWOOD 1/4// FOR 2x RIBBONS ATTENTION! ,~ 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 5AMUEL A. GREENBERG, FE. -:3424S o Tt-4UY t-4. t-4U'rNl-I, P E. ~01n o IRWIN J. 6EN~ON, PE. -4~lS8 o All AB6A5 ~AKIM, FE. 1IS~18~ TO n.e BE5T Cf T\.f EN:iiI'HR'51<WJ..1..EIX% A'-JD BELIEF, T\.f 5~ FlA-l$ A'-JD 5FfCfICAT1~ W1FI.. Y WI114 me FL~IDA 6UILD~ cepE, OECT1~ 1e>~ ~ 120 MP.l1. 3 OECOO CiJOT, EXP05URE 'e' WIND Za-E 12001 EDITICW. 11115 DRAUJ~ ~ DE5K:rN 15 VALID ~ 121'1CNl115 tmR me DATE 15 51GNED ~ $EALED. 51CHD A'-JD $EALED ~ me 5m.lC11JRAL FORTI~ Cf 11115 DRAUJ~ ()l'1', ROOF FRAMING NOTE~: 1. ~EE ~t-4EET ~3.1 FOR ~~INGLE INFORMA TrON AND IN~TALLATION IN~TRUCTION~ ~ '<t LD a~ c'~ Qcj tI ~~ (0JOC ~ ~ OO~ \J ]~ N r~ iI)(fl ~-.S) ~ ()~ ,(fl 0'-' <tiI) ~8 '" Q~ .., <>:, OC" <.S~ o ~' O~ U -l~ ~if <J)Z LL'"' is,,, I I OIX ~=> zft} ::IX ~~ O<t iS~ <t~ <tLL ~ /:;0; W in ~~ (l) 't if [5 O~ 0 . z~ -l-.S) (l) !:iF -l-.S) u ill o- w ~8 lL~ ~~ <tiI) "'>- .'7 iS~ ~-.S) ~tj ~" 'ii!~ .,,,,, 't~ i9~ (f\~ ~~ '"' X, ~~ Ow ()jz (l)z ""~ ;O;u ,0 @ QI lLlL r '" (!V ~ @ ~ ~ ~ ~ a ~ D ~ ~ ~ ~ a [? (!.tl ~ ~ ~ ~ I}:J d ~ w w ~ [Yi) tW ~ \? @ ~ 0l) ~ @ d <XI ~ ~ g @ I? ~ [!!] ~ <XI ~ <XI '" ~ ~ g 25 t:!J [!!] ~ ~ [!!] @ ~ = g ~ g I? ~ ~ ~ @ @ @ dl @ @ @, I? ~ '- ./ DATE : 05-il5-02 SCALE : AS NOTED DRAWN BY : [B~LL VANCE AUTOCAD FILE NAME il827 ENGINEER OF RECORD : DANSCO ENGINlEER~NG, P.A. SHEET DESCRIPTION : ROOIF IFRAM~ING !PILAN WlA'llI 5A / / 40'~OI / / / / ? -B'I 12' ~4i1 141~O" / / SIMPSON TRU55 JOINT UPLIFT CONN. FA5TENER5u TYPE LOCATION (LB5) CONNECTION QTY. CAPACITY PER CONN. NOTE; ALL OTHER TRU55 BRG. CONNECTION5 ARE 51MP50N MET A20 OR EQUAL FOR MA50NRY; 51MP50N H10 FOR FRAME; 4 HU52b FOR HUNG TRU55E5 ON GIRDER5 UNLE55 OTHERWI5E NOTED. THE5E TRU55 UPLIFT VALUE5 ARE LE55 Tl-lAN CONNECTION CAPACITY. MA50NRY MET A20 1 1500 14-10d X lV2' TIMBER H10 1 850 lb-8d X 1'/2' HUNG HU526 1 128b 20-10d x 3' (JrJflr'/tJt::"') ('!.r;;,j t:: Vr,JJI I L.-- V~lr\Vvl.-- A6GE f f - "'- -IN "- u\ -' " - " "'- " ~ ~ , ////////////// ///////~""""~""~~ V#//~W/# //////~~. ~/#/AW~ W//~#//~ //~W~ 'i////j~~. // / / / / / / / # #~/ / / / / / /,,/ " / " " "',,~<',,~ V//~W/#//////~~~~ W / ~l::/ // / ~W / / ~/ // ~~f #/:/0W~~~///~~~ //////##//:/~~~~~ ~#//~W/:/ij///~~ //~~/ // ~/ / /W ~/'i///~~ ~// #~///// // /// //~ j/://~~W//~~/~~W~~///~/ //dW/://:/~~///~~//~~ //#//~W/:/~/#~~/~~///////W W#W///#~W//~~~///~#~W ///:///;////~W//:/W ~~ ~/// V/://///j/:/~~ // ~~~~~ ~/~ / ~ ///#/~W#~W/:///~~~/////~/W /:/#/jW#~/:/W///WW~~/~~/ //////~//////;//////;~////~/~ ~ ~ ~ / ~~/////////~//~~ ~//~~""""""'" ~ V >'" ~ ~ ~ ~:~ \- /~ ~ ~ ~ ~ ,~ ~:;;~//~ / "'- '" '" '" '" '" " -' / B ~Ol ac;; UsP TRU55 JOINT UPLIFT CONN. FA5TENER5u TYPE LOCATION (LB5) CONNECTION QTY. CAPACITY PER CONN. NOTE; ALL OTHER TRU55 BRG. CONNECTION5 ARE U5P HT A20-18 OR EQUAL FOR MA50NRY; U5P HC10 FOR FRAME; 4 THD2b FOR HUNG TRU55E5 ON GIRDER5 UNLE55 OTHERWI5E NOTED. THE5E TRU55 UPLIFT VALUE5 ARE LE55 THAN CONNECTION CAPACITY. MA50NRY HT A20-18 1 1500 14-10d X 11/2' TIMBER HC 10 1 ~50 18-10d X lV2' HUNG THD2b 1 1&20 18-1bd x 31/2' · Double connectors to be placed dla9onall~ to each other, u Do not drive naile th-oueh the tru5e plate on the oppo5ite eide of the true5 whfch could force the plate off the trues, .u Mounted vertlcall~ - o \ - o \ - T \S\ \'- U\ STEPPES ADDI L 2 1/411 FOR PLYWOOD ~ RIBBONS o o A2 , '), 0'~ y-' <f.L n <f.\, B'~O"C~G A3 B'-Qil c~c; L .q- <f. I....::S --" u '? " - " \'- \' N -us:o = =--" -IN ~ "- '" \J ASGE 82 T \ j~Cy~~j );"~~~ ........ " 1"'- / ):( '" "- "- "0 " /I )....1 D1 (// N " 1"'- ~ " E1GE / II I /-\.1 f'I.. Ii I I/~ D~OP?S) ~F~..~ D2GE rn LN G) fTl '" jRO!J:?~) G\A3'/~5 "\ See Of; ope' V ~1:3 ~ cJ1 :? 3:1t J? feT ~JUC ~/?Cf~ / / 9' ~41 2'-B I 2'~2" v v' / / / / 2' -?-II 1/' 1/ / / l' -4" 1/ / 6'-2" 1/ / 14' ~6" V / ROOF SCALE: 1/4" = 1'-0" PLAN ~~ NOC ~ ~ OO~ \J J~ ---.J ? 12 N r(() d)01 ~~ ~ ()~ ,01 "'8 <td) ~N Q~ .-;, Q. . it" <5~ U ~' ;!;a\ o~ gj:5 -l(() 138: fj)Z LL'-' i5~ , I tHI Zit IX ~~ ill u<t ~[5 <t~ <tLL ~ ~F!' W ifi ~~ ro "t Il:~ Q~ 0 . 'Zi!j -l~ ro ~F -l~ u ill o- w ~8 lL~ ~~ ~ <td) 5~ ,"t ~~ ~~ "'~ ~" ~If "t~ ('/'I(() ~!a '-' ~F!' X, ~i!j 2~ bj~ ~~ ,0 @ QI (L(L LA TEST DATE: IN PROCESS REVISION DATE : 09/16/04 STRDNGBACKS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRONGBACK LETTER IN ENG, PACK) P~LM:? CUi' } :O~I/ 211 , n ATTENTION! <~ DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT HIB-91 30' Span r less \ I 60 degrees ,. or less 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. i3424S o THUY I-t I-iU'rNH, FE. ~01n o IRWIN J. 6ENe.ON, FE. -4~lS8 o All ABBAS l-1AKIM, FE, ~6186 TO 11-1: BEST a: 111E ~1NEER'SI<WJlED6E AND BELiEf, 111E SmJC11.JRAL ~ AND OffCIFICATlai5 ca1FL 'T' IU~ 111E Fl~IDA aJlLDm COOE, SECTI~ IC>~ FOR 120 M.P.I-I. 3 SECOO C':IUST, EXfOOIJRE '6' WIND l()lE (2001 EDITICW. 11-115 DRAWm AND DESkJN 15 VALID FOR 12 t1a-i1145 AFTER 1l-E DAlE 15 SIGNED AND 5EALED. SIGNED AND SEAUD FOR 11-1: 5mJC11.JRAL FORTl~ Cf ~15 DRAWm ctl Y. ROOF FRAMING NOTE~: 1. ~EE ~t-4EET ~3.1 FOR ~t-4INGLE INFORMATION AND IN~T ALLATION IN~TRUCTION~ DESCRIPTlON : ~~ L{) a~ c'~ eJCI " r (!jJ ~ @ ~ ~ ~ ~ a [!1;, D a [? (!V (!V ~ ~ @:i) ~ ~ ~ ~ []::l [i:::l d ~ ~ ~ I!i) @ 2J 'ifJ W ~ 6) (5\!J @ d al ~ ~ g @ I? ~ l!!l ~ al @ ... tD al l!!l l!!l ~ ~ g 25 dJ [!!] ~ ~ l!!l @ ~ = g ~ g I? g ~ ~ @ @ @ ~ @ @ @, I? ~ ../ DATE : 05-115-02 SCALE : AS NOT[E[D DRAWN BY : [8~lLlL VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANS CO ENG[NEERING, P.A. SHEET DESCRIPTlON : ROOIF IFRAM~NG [PLAN <ilA<il 5[8 / / 40 -0" / / / / 15 -[3 I i2 -4" A'-O' y / f f A6GE DROPP~9 C1,AB~f - " ---=-IC'--i l"- \-,'\. [3'-0" C~C1 SIMPSON TRU55 JOINT UPLIFT CONN. FA5TENER5u TYPE LOCATION ( L65) CONNECTION QTY. CAPACITY PER CONN. NOTE: ALL OTHER TRU55 6RG. CONNECTION5 ARE 5\MP50N MET A20 OR EQUAL FOR MA50NRY: 51MP50N ~10 FOR FRAME: ~ ~U52~ FOR HUNG TRU55E5 ON GIRDER5 UNLE55 OTHERWI5E NOTED. THE5E TRU55 UPLIFT VALUE5 ARE LE55 THAN CONNECTION CAPACITY. MA50NRY META20 1 1 S 00 14-10d X 1'/2' TIM6ER H10 1 8S0 1~-8d >< 11/2' HUNG HU52~ 1 128~ 20-10d x 3' U5P TRU55 JOINT UPL 1FT CONN. FA5TENER5ff TYPE LOCATION (L 65) CONNECTION QTY, CAPACITY PER CONN. NOTE: ALL OTHER TRU55 6RG. CONNECTION5 ARE U5P HTA20-18 OR EQUAL FOR MA50NRY: U5P HC10 FOR FRAME: ~ THD2~ FOR HUNG TRU55E5 ON GIRDER5 UNLE55 OTHERWI5E NOTED. THE5E TRU55 UPLIFT vALUE5 ARE LE55 THAN CONNECTION CAPACITY. MA50NRY HT A20-18 I IS00 14-10d X lv2' TIM6ER ~C10 I SS0 18-10d X 1'/2' ~UNG THD2~ 1 IS20 le-l~d x 3v2' - - 0 0 , \ 'T l"- ff u'\ ,~'\ ... A2 ;'Y <( n <( / ; [3' -0' CC1 A3 [3' -0" CC1 o <( - '-S) \ - N \::'i 8 ---" - u 0 '? CD N -" ~ -.""" 9ROP~f) C1ABlf A 11 GE ~ B3GE DROPPW C1,AB/f n --:l U ~ n --:l --:l W U 19' -4" 2' _[311 1'-4 I 6'-2' 4'-6" ROOF SCALE: 1/4" = 1'-0" PLAN '-11, 2 ~ - o \ - '-S) !y<./ :7 -611 Double COfHiectore- to be placed dfa90(lall~ to each other. Do fiat drive fialle through the truee plate Ofi the oppoelte efde of the truee whfch could force the plate off the truee. Moufited vertfca I!~ A TrrENTION! .~ 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 \ ':f\ LATEST DATE: IN PROCESS REVISION DATE: 09/16/04 STRDNGBACKS REQUIR DUE TO DEFLECTION DIFFERENTIAL (SEE STRONG BACK LETTER IN ENG, PACK) ,.. -;; ~5 12 ~WMB C1Y } 10-1/21! ff STEPPES ADD/ L 2 PLYWOOD 1/4// FOR ~ RIBBONS o o o e,AMUEL A GREENBERG, F.E. -:3424S o Tt-4UY 1-1. I-IUYNI-I, F.E. ~0122 o IRWIN J. BEN~ON, P.E. -4~1S8 o All AB6Ae, I-IAKIM, F.E. 'Sb l8b TO mE 6E$T Cf Tl-f ~lNEER'$ KNO.llEIX:C ~ 6ELIEf, Tl-f $rnJ:~ FLkl$ ~ 6ffCIFICATI~ W1Pl. Y UJI~ mE R..ORIDA 6UILDIt(; croe, 5ECTI~ Ib~ FOR 12~ MPH 3 5ECOO GUST, EXFOOJFf '6'lUlND Za.a: (2001 EDITICW. 1141$ DRAlUt-61W DESkiN 15 vALID FOR 12 t1CNTl45 ffTER mE DATE 15 SI6NED IW 5EAI..ED. $IGNED A"D 5EALED FOR Tl-f 5rnJ:TURAL PORT~ Cf THI$ DRAlUIt(; O'! Y. ROOF FRAMING NOTE~: 1. ~EE ~t-4EET ~3.1 FOR ~t-4INGLE INFORMATION AND IN~TALLATION IN~TRUCTION~ DESCRIP1l0N : ~~ L() a~ C'~ @cJ tI ~~ U~~ Noc ~ ~ OO~ \J -, ~ N :n~ ~~ .., ;; O~ ,01 ~8 <tU) N 01 <:1 ,,-, OC'" <5~ l) ~f ;;!;as o!':! fj- z~ -lcC (3"- (f)Z IL"" is!<l , , o~ ~'" zffi ::tX ~~ U<t ~~ <t~ <t1L ~ 1:;; W in ~~ 10 't D~ 0 "-i5 . :z~ -l~ 10 i:j", -l~ u W ..,'" 0- ;;~ lL~ "'fu <tu) ~'" "'>- ,'t ~?( ~~ ~t; o~ ~3 ~If t3", c(\cc i~ "" x, ~15 Ow ~... ..,is IOz ;;;3 ,0 @ Q::t lLlL , @R) ~ @ ~ ~ ~ ~ a [!!, CJ ~ ~ a [? i!() (!() ~ ~ ~ ~ @4J I/':J [fJ d ~ ~ ~ lTV W 2) Ii? ~ ~ ~ ~ @ d '" ~ ~ ~ @ l? ~ [)!] '" @ ~ '" [)!] '" '" [)!] @~ ~ 8 ~ [!!J @ ~ ~ ~ ~ ~ IJ=> @S ~ ~ @ @ @ ~ @ @ @, IJ=> ~ ~ DATE : 05-15-02 SCALE : AS NOTED DRAWN BY : [BUILIL. VANCE AUTOCAD FILE NAME 11827 ENGINEER OF RECORD : DANSCO ENG~NEERiNG, P.A. SHEET DESCRIP1l0N : ROO!F !FRAMiNG PILAN 'lPA'lP 5C s-rRue TURAL NOTES S TRUe TURAL NOTES S TRue TURAL NOTES S TRue TURAL NOTES I. SPECIFICATIONS 3, DESIGN METHOD I. I. CONSTRUCTION: 3. I. I. I. I. I. 1.2. I. 1.3. I. 1.4. I. 1.5. I. I. O. I. 1.1. I. 2. DESIGN: 1.2. I. 1.2.2. 1.2.3. 1.2.4. 1.2.5. 1.2. O. ACI 318-02 BUILDIN6 CODE REQUIREMENTS FOR STRUCTlIRAL CONCRETe ACI 530/ASCE 5/TMS 402-Cl'1 ~ ACI 530, IIASCE O/TMS 002-'1'1 SPECIFICATIONS FOR MASONRY STRIX.TlIRES. ASTM C210-'12, C410-'1I, AND C'1O-'1O SPECIFICATIONS FOR MASONRY STRUCTlIRES NATIONAL DESI6N SPECIFICAT[ONS (NDS) FOR HOOD CONSTRIX.T[ON, 2001 EDITION, AND ALL ACCOMPANYIN6 SUPPLEMENTS. FLORIDA BUILDIN6 CODE (FBC) , 2001 EDITION 3.2. "MANUAL OF STEEL CONSTRUCTION, ALLOHABLE STRESS DESI6N", BY THE AMERICAN INSTITlITe OF STEEL CONSTRUCTION, (AISC) '1TH EDIT[ON. 3.3. "DESI6N SPECIFICATION FOR Ll6HT METAL PLATE CONNECTED HOOD TRUSSES" BY THE TRUSS PLATE INSTITlITE (WI) 1'1'15 EDIT[ON. ACI 318-02 BUILDIN6 CODE REQUIREMENTS FOR STRUCTlIRAL CONCRETe ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, IIASCE O/TMS 002-'1'1 SPECIFICATIONS FOR MASONRY STRIX.TlIRES. ASTM C210-'12, C410-'1I, AND CClO-ClO SPECIFICATIONS FOR MASONRY STRIX.TlIRES NATIONAL DESI6N SPECIFICATIONS (NDS) FOR rlOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYIN6 SUPPLEMENTS. PL YHOOD DESI6N SPECIFICATIONS (APA) FLORIDA BUILDIN6 CODE (FBC), 2001 EDITION 3.4. LOAD FACTOR DESIGN: 3. I. I. 4.4. THE LOAD FACTOR DESI6N METHOD HAS USED TO DESI6N : CAST -IN-PLACE CONCRETe SLABS AND FOOTIN6S SERVICE LOAD DESIGN: 3.2. I. THE SERVICE LOAD DESI6N METHOD HAS USED TO DESI6N : MASONRY HALLS AND LINTELS INTERIOR AND EXTERIOR HOOD FRAMIN6 AND SHEATHIN6 STAIRS AND FLOOR FRAMIN6 ROOF FRAMIN6, SHEATHIN6 AND UPLIFT LOAD COMBINATIONS FOR LFRD DESIGNS: 3.3. I. 3.3.2. THE FOLLOHIN6 LOAD COMBINATIONS HERE DESI6NED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + Hi- TOTAL DL + Hi- ALL ROOF AND FLOOR TRUSSES St1ALL BE DESI6NED TO RESIST THE HORST LOAD COMBINATION RESUL TIN6 IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, flILL, AND AL TERNATIN6 SPAN LOADIN6 ARE TO BE CONSIDERED. DESIGN ASSUMPTIONS: 3.4. I. ALL FOJNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS SHOHN OTHERHISE IN THE DESI6N PLANS. 4. MATERIALS 1.3. SHOP DRAHINGS : 4. I. 1.3. I. 1.3.2. 1.3,3. THERE St1ALL NOT BE ANY DEVIATIONS FROM THESE DESI6N PLANS BY OTHERS DURiN6 THE PREPARATION OF St10P DRAHIN6S HITHOUT HRITTEN APPROVAL FROM THE EN61NEER OF RECORD. ALL SHOP DRAHIN6S ARE TO BE SUBMITTED TO THE EN61NEER OF RECORD PRIOR TO THE COMMENCEMENT OF CO NSTRUC TION. ALL ROOF AND FLOOR TRUSS St10P DRAHIN6S ARE TO BE SI6NED AND SEALED BY A FLA. RE6. PE. AND SHALL INCLUDE: DRAHINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACIN6 REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2. I. DEAD LOADS: 2. I, I. 2. 1.2. 2. 1.3. 2. 1.4. 2. 1.5. 2. 1.0, 2. 1.1. 2. 1.8. 2. I. '1. 2. I. 10. UNIT rEl6HT OF SOIL, COMPACl'ED : UNIT rEl6HT OF REINFORCED CONCRETE : UNIT rEl6HT OF 8" CHU. BLOCK: 1ST FLOOR SUPERIMPOSED LOAD: UNIT rEl6HT OF 2x4 PARTITION HALLS: UNIT rEl6HT OF 2xo BEARIN6 HALLS: BALCONIES ~ DECKS: TILE ROOF TOP CHORD : BOTTOM CHORD : StiiN6LE 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 IPSF 10 PSF 15 2.2. LIVE LOADS: 2.2. I. 2.2.2. 2.2.3. 2.2.4. 2.2.5. 2.2.6. 2.2.1. 2.2. b. 2. 2. '1. SIDEHAlK AND DRlvcHAY LOAD: 6ARAiSE LOADS: CORRIDORS AND BATHROOMS: PARTITIONED ROOMS: BALCONY AND DECKS : STAIRHAYS 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 2.3. RAILING LOADS: 2.3. I. 2.3.2. 2.3.3. 2.3.4. ALL RAILlN6 AND GUARD RAIL SYSTEM'S ARE TO BE DESI6NED TO HITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILlN6. ALL RAILlN6 AND 6UARD RAIL SYSTEMS ARE TO BE DESI6NED TO HITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE 6UARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED vcRTICALL Y DOHNJ..-.lARD AT THE TOP OF THE 6UARDRAIL 6UARDRAIL SYSl'EM St1ALL BE DESI6NED TO HITHSTAND 200[b CONCENTRATED HORIZONTAL LOAD APPLIED ON I SQ. FT. AT ANY POINT IN THE SYSl'EM. 2.3.1., 2.3.2 ~ 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMUL TANEOUSL Y, BUT EACH 4.3. 2.4. HIND LOADS: SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. [. 2.4.2. HIND DESI6N TO BE CONDUCTED IN ACCORDANCE HITH SECT. 1606 OF THE FBC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND 6UST, EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDIN6. NET UPLIFT DEAD LOADS - 10 PSF SHiN6LE, 15 PSF TILE 2.5. 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. 4.5. REINFORCING STEEL: 4. I. I. 4. 1.2. 4. 1.3. 4. 1.4. 4. 1.5. 4. 1.6. 4. 1.1. 4. I. b. REINFORCIN6 STEEL SHALL BE ASTM Ao15-Cl4 6RADE 40, f'~ = 40 KsI LAP SPLICE St1ALL BE AS FOLLOHS: j;5 BAR 25", **4 BAR 20", j;3 BAR 15". ALL DIMENSIONS PERTAININ6 TO THE LOCAT[ON OF REiNFORCIN6 ARE TO THE CENl'ERLlNE OF EACH BAR EXCEPT HHERE THE COVER DIMENSION IS SHOHN TO THE FACE OF THE CONCRETe. REINFORCIN6 DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. REINFORCIN6 MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STREN6TH OF THE BAR AND ARE TO BE APPROVED BY THE EN61NEER OF RECORD . DESI6N COVER REQUIREMENTS: C-I-P CONCREl'E FORMED A6AINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C+P CONCRETE NOT EXP0SED : 6ROUT FILLED MASONRY: PRE STRESSED CONCRETe LINTeLS (ADD. REBAR IN) : PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) : rELDED HIRE FABRIC (NHF): ASTM AI85-'10o. DETAIL REiNFORCEMENT IN ACCORDANCE HITH ACI 315-LATEST EDITION. 3" 2" I 1/2" 3/4" I 1/2" I 1/2" CONCRETE : 4.2. I. 4.2.2. 4.2.3. 4.2.4. 4.2.5. 4.2. O. 4.2.1. CONCREl'E TYPE MODULES OF MIN. 28 DAY ELASTICITY DESI6N (f'c) DESI6N (E) 4.6. C-I-P CONCRETE (NORMAL rEI6HT) 2p50 Ksl 2p50 Ksl 3,122 Ksl 4,030 Ksl 2,500 Psi C-I-P GROUT 2,500 Psi 3,000 Psi PRE CAST CONCRETE LlNl'ELS PRE STRESSED CONCRETe LlNl'ELS 5,000 Psi CONCREl'E St1ALL CONSIST OF I" MAXIMUM A6GRE6Al'E CONCRETe MIX HITH SLUMP BETl-^iEEN 6" AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 6ROUT St1ALL CONSIST OF PEA ROCK (3/8" MAXIMUM A6GRE6ATE) CONCRETE MIX HITH SLUMP BETrEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.1. CONSTRUCTION JOINTS HILL BE PERMITlCD METHOD OF CONCREl'E FORMIN6, PLACEMENT AND CURIN6 St1ALL BE CONDUCl'ED IN ACCORDANCE HITH THE SPECIFICATIONS AS STATED. EARTH SUPPORl'ED SLABS (EXCLUDiN6 EXTeRIOR HALKHAYS ~ DRIVEHAYS) : 3 1/2" MIN. THICKNESS N/ MIN. REINFORCEMENT OF 6.0 x 6.0 N/ IA x IA NHF @ MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. NHF @ CONTRACTORS DISCRETION. CONCRETE PLACEMENT PRACTICES St1ALL BE IN ACCORDANCE N/ ALL ACI- MCP 1'1'1'1 STANDARDS. CONCRETE MASONRY : 4.3. I. 4.3.2. 4.3.3. 4.3.4. 4.3.5. 4.3. O. 4.3.1. FILLED CELLS N/ (I) **5 BAR St1ALL BE LOCATED @ 8'-0" O.c. MAX, @ BOTH SIDES OF OPENIN6S 6'-0" HIDE OR MORE, @ THE HI6H SIDE OF ALL MASONRY HALL Sl'EPS, t @ ALL CHAN6ES IN DIRECTION OF THE MASONRY HALLS. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C'1O-'1O, TYPE II NON-MOISTlIRE CONTROLLED. ALL CELLS t CAVITIES BELOH 6RADE HILL BE FILLED N/ CONCRETE IN ALL Sl'EM HALLS. THE A6GRE6ATe STREN6TH OF THE BLOCK AND MORTAR StiALL BE F'm = 1,500 PSI MINIMUM. METHOD OF CONCREl'E MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCl'ED IN ACCORDANCE HITH THE SPECIFICATIONS AS STAl'ED. MORTAR St1ALL BE TYPE "s" FOR ALL MASONRY CONSTRUCTION. LINTeLS SUPPLIED BY APPROVED MANUFACTlIRER: I) FECP/CAST-CRETe CORPORATION 2) POHER CONCRETe 3) ALLIED PRECAST 4) LOTT 5) MAR[ON MASONRY 6) HIEKHA 4.8. S TRUC TURAL LUMBER : 4.4.1.1. 4. 4. 1.2. 4.4.2. 4.4.3. 4.4.4. 4.4.5. 4.4. O. 4.4.1. 4.4.8. 4.4. '1. SOIL: INTERIOR LOAD BEARIN6 HALLS S.P.F., fb = 015 PSI, E = 1200 Ksl ALL EXTERIOR FRAMIN6 SP.F,. fb = 615 PSI, E = 1200 KsI ALL FRAME HALLS TO BE CONSTRUCTED USIN6 SP.F. , STlID QUALITY OR BETTER ALL PL YrlOOD USED FOR EXl'ERIOR APPLICATIONS St1ALL BE APA RATED SHEATHIN6 EXP I U.N.o. 4.8. I. 4.8.2. MINIMUM SOIL BEARIN6 PRESSURE CAPACITY OF 2000 PSF. ALL SOIL IS TO BE CLEAN ~ POISONED FOR TERMITES PER FOC 2001 SECTIONS [04.2.0, 104.2.1, 1403.1.0, 1503AA, 1816, 1'116./5, 2303.IA, ~ 2304. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT ALL PL YrlOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORIN6 AND SHEAR HALLS St1ALL BE APA RATED SHEATHIN6 EXP I UN.O. IF OSB BOARD IS TO BE USED IN PLACE OF PL YHOOD IS TO HAVE SIMILAR OR iSREAl'ER SECTION PROPERTIES. ONL Y STRUCTllRAl LUMBER TO BE USED FOR AN EXl'ERIOR APPLICATION. rlOOD IN CONTACT HITH CONCRETE IS TO RECEIVE A STANDARD 6RADE PRESSURE TREATIN6. HHEN PRE EN61NEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTlIRER IS TO SUBMIT SHOP DRAHIN6S TO THE EN61NEER OF RECORD. DESI6N, FABRICATe AND ERECT HOOD TRUSSES IN ACCORDANCE HITH THE "DESI6N SPECIFICATION FOR Ll6HT METAL PLATE CONNECl'ED HOOD TRUSSES" BY THE ANSI/TPI H'1'15, HIB-'11 AND QST-88. UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT HITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARIN6 LOCATIONS HITHOUT HOODEN TOP PLATES. ALL EXTER[OR FRAME HALLS SHALL HAVE lib" STlICCO FINISt1 PER ASTM C. '120. APPLY 3 LAYERS N/ THICKNESS OF 1/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK. EACH, AND 3RD LAYER 1/8" THICK. , Soli Chemlcol Sorrier Method , Other treotment - Must Spec.lf~ proposed method ond submit documentotlon, Nhic.h substantlotes the proposed method, is an opproved termite protection s~stem or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED I. FBC 104.2.0 - "A permonent sign Nhic.h identifies the termite treatment provider ond need for re-Inspec.tion ond treotment controc.t reneNol sholl be provided. me sign sholl be posted neor the Hoter heoter or elec.trlc. ponel" FBC 1503AA - Condensote and roof dOHnspouts shall discharge at least 1'-0" aHa':J from the building side Hol[s. FBC 1503AA - Irrlgatlon/sprlnkler s':Jstems Inc.ludlng all risers and spra':J heods shall not be installed Hlthln 1'-0" of the building side Hall. FBC 1403.1.0 - To provide for Inspec.tlon for termite Infestotlon, betHeen Noll covering and tinol earth grade shall not be iess than 6 inc.hes. Exc.eption: Paint or dec.oratlve c.ementltlous finish less than 5/8" thlc.k adhered dlrec.tl':j to the foundotlon Noll. FBC 18iO.I.1 - Initial treatment sholl be done after all excavation and bac.kflll Is c.omplete. FBC 18[6.1.2 - Soil disturbed after the Initial treotment shall be retreated Inc.ludlng spoces boxed or formed. FBC 1810.1.3 - Boxed areas In conc.rete tloors for subsequent Installation of traps, etc.., shall be mode Hlth permanent metal or plastic. forms. Permanent forms must be of a size and depth that HIli ellmlnote the dlsturbanc.e of soil after the initlol treatment. FBC 1816.IA - Minimum 6 mil vapor retarder must be Installed to proted against rainfall dilution. If rainfall oc.curs before vapor retarder plac.ement, retreatment is required. FOC 18[6.1.5 - Conc.rete over pour' and mortar along the foundotion perimeter must be removed before exterior soil treatment. 2. 3. 4. 5. o. 1. FASTENERS AND TIE DOHNS : 4.5. I. 4.5.2. 4.5.3. 4.5.4. 4.5.5. 4.5. O. 4.5.1. 4.5.8. 8. FASTENERS AND TIE DOHNS SHALL CONSIST OF BUT ARE NOT LIMITED TO : SHAPES, AN6LES, CHANNELS: ASTM A30-36M ''14 Fl,j = 36 KsI ROJND METAL PIPE: ASTM A5:3-Cl4, 6RADE B Fy = 35 KsI SQUARE METAL TlIBIN6 : ASTM A500-Cl4, 6RADE B F~ = 4bKsI HI6H STREN6TH BOLTS: ASTM A325-'14 MACHINE BoLTS: 6ALVANIZED ASTM A:301-'14 '1. 10. FBC 1810.1.6 - Soil treatment must be opplled under all exterior conc.rete or grade Hlthin 1'-0" of the struc.ture sideNalls. II. FBC 18/0./.6 - An exterior vertlcol c.hemlcal barrier must be instolled after construction Is c.omplete, Inc.ludlng landsc.aping anel irrigation. AA':J 5011 disturbed after the vertlc.al barrier Is applied, sholl be retreated, 12. FBC 1816.1.1 - All buildings are required to hove pre-c.onstruc.tlon treatment. 13. FBC 1816.1.1 - A certlfic.ate of compllonc.e must be Issued to the building deportment ~ a licensed pest control compon':J before a certlflcote of occupanc.':j NIII be Issued. The certiflc.ate of complianc.e sholl state: "me building hos rec.elved a complete treatment for the prevention of subterranean termites. me treatment Is In oc.c.ordonc.e Nith the rules and IONS of the Florldo Deportment of Agric.ulture and Consumer Services". 14. FBC 230:3.1.3 - After all Hork is c.ompleted, loose Hood ond fill must be removed from beloH and Hithln 1'-0" of the building. mis inc.ludes all grade stakes, tub trap boxes, forms, shoring or other cellulose c.ontoinlng moterlal. 15. FBC 2303.IA - No Hood, vegetotlon, stumps, cardboard, trash, etc.., sholl be burled Hlthin 15'-0" of anl,j building or proposed building. SHEET METAL ACCESSORIES SHALL CONFORM TO : F4 = 33KsIHITH 6<10 6ALVANIZED COATIN6 IN Acc.ORDANCE HITH ASTM A525-bl. NAILS SHALL CONSIST OF : COMMON HiRE NAILS HITH MINIMUM DIAMEl'ER AS FOLLOHS : 8d = 0.113", 10d = 0.128", 12d = 0.128", lod =: 0.135". ALL FASTENERS AND TIE DOHNS EMBEDDED IN CONCRETE OR USED IN AN EXl'ERIOR APPLICATION ARE TO RECElvc AN ANTI-CORROSIVE COATING BY MANUFACTlIRER PRIOR TO INSTALLATION. ALL FASl'ENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. ALL FASTENER TIE DOHNS, BEAM HANiSERS, JOIST HAN6ERS, AND FLOOR TRUSS STRAPPIN6 ARE TO BE INSTALLED IN ACCORDANCE HITH THE PLANS AND SPECIFICATIONS. CONCREl'E EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE rET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACIN6 AND ALl6NMENT ARE TO BE IN ACCORDANCE HITH THE DESI6N PLANS, U.N.o. AL TERNA TeS TO "J" BOLTS ARE NOl'ED ON PLANS. CONCREl'E EMBEDDED TIE DOHNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROJND EMBEDDED REINFORCIN6 PRIOR TO PLACIN6 6ROUT. 4.8.3. SOIL IS TO BE COMPACTED TO '15% MODIFIED PROCTOR AS DEFINED BY ASTM D 1551-'11 MICRO-LAM LUMBER: 4.6. I. STEEL: 4.1. I. 4. 1.2. 4.1.3. 4.1.4. 4.1.5. 4.1. O. 4.1.1. MICRO-LAM STRESS 6RADES St1ALL PROVIDE THE FOLLOHIN6 MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,'150 PSI Ft = Ip50 PSI Fc. = 500 PSI (PERPEND[CULAR) Fc = 2,100 (PARALLEL) Fv = 285 PSI ATTENTION: C~EMICAL C~ANGE6 IN PRE66URE TREATED WOOD6 A5 OF DECEMBER 315T, 2003, CHROMATED COPPER AR5ENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RE51DENTIAL OR GENERAL CON5UMER U5E. 5EVERAL NEW PRE55URE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRE5SURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR5 THAT RE615T CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT-DIPPED GALvANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (6BX) DOE5 NOT. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. FABRICATE AND ERECT ALL STRUCTlIRAL STeEL IN ACCORDANCE HITH A.15.C. "SPECIFICATION FOR THE DESI6N, FABRICATION, AND ERECTION OF STRIX.TlIRAL STEEL FOR BUILDIN6S". STRIX. TlIRAL STEEL: ASTM A36-30M '14. STEEL TIlBIN6: ASTM A500-<14, 6RADE B. HELDED CONNECTIONS: ElOXX ELECTRODES, MiNIMUM SIZE FILLET HELDS 3/16", AHS CERTIFIED rELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. HHERE STEEL BEAMS ARE CONTINUOlJS OvcR COLUMNS, PROVIDE rEB STIFFENER PLA TES ON EACH SIDE OF THE rEB, OF A THICKNESS EQUAL TO BEAM FLAN6E THICKNESS, LOCAl'ED AT THE CENTER LINE OF THE TlIBE COLUMN. THE STEEL FRAME IS "NON-SELF SUPPORTIN6". ADEQUATe TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. o SAMUEL A. GREENBERG, F.E. i3424S o TI4UY 14. I4UYNH F.E. ~0122 o IRWIN J. 6EN60N, F.E. '49158 o All ABBAS I4AKIM, F.E. ~~ 18~ TO TI-IE eeeT ~ TI-IE ENGINEER'e 1<N0000EDGE AND eeLlEf, 1l-IE e~'l'1.lRAL PLANe AND eF1:CIFICATIONe cct1F1.. y WIT14 TI-IE FLORIDA euILDI~ CODE, eeCTION 16~ ~ 12~ MPI-l 3 eeca.ID GOeT, e~ '6' WIND ZOO!: (2001 EDITICW. n..lle DRAUJI~ AND DEelGN Ie vALID ~ 12 ~THe tFrER THE DATE IT Ie elGNED AND eeALED. elGNED AND eeALED FOR n-e e~TURAL PORTION ~ THle DRAUJI~ ONLy. ffi REVISED 08-15-03 & CREATED 01-02-02 120 MPH 3 SEC. GUST r "" D E DAN6CO ENGINEERING, FA p.o. eo>< ~ - APOLLO eeACU - FLOPtIOA - '3&12 ~ - (813) 64 1)166 flA>< - (813) 6-4& MU e. ~.~ tC\ lHESE DRA\\1NGS AND DESIGNS ARE lHE JOINT PROPERTY OF DANSCO ENGINEERING. PA AND lHE &.-.....,., ~ClIENT ON lHI$ PROJECT. ANY REPRODUC1l0N OR UNAUlHORIZED USE IS PROHIBITED. - 2003 ~~ - \ ecALEN0110 PATE 112/1)2 lENNA~ 1-IOt1E6 TAMl-A DM6ION --......, _ . _ "B.V. N:/BLOCKS/STD 2001 ~ 6Tfi(UCTURAL NOTES eHEeT DE JOB NO. PM - 5021 eN1 ~ "- S TRue TURAL No-rES GLASS BLOCK INSTALLA 1l0N PERFORMED IN ACCORDANCE WlTH FBC A) COVER SILL AREA WlTH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "s" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSIllON. (PLACE A RUBBER CRUTCH llP ON END OF TROWEL TO TAP BLOCK INTO POSlllON.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INIllAL PLACEMENT. FOR SOUD GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT lliE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OlliER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS 'M-1EN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES 'M-1ENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WlDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS SllLL PLASllC AND BEFORE FINAL SET. AT llilS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF lliE 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 lliE VOIDS WIlli MORTAR.) COHPONENT ~ CLADDING DESIGN PRESSURE (120 MPH, 3 SEC. 6IJST, 2.1/12 TO 6.'1/12 PITCH, EXPOSURE B, IMPORTANCE FACTOR=I) (PSF) REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC 2405.2.1) TRIBUTARY AREA ROOF HALL (FT2 ) (GCpl = +/- 18) (GCpl = +/- 18) 10 14.'1 -50.1 25.<1 -34.1 20 13,6 -45.4 24.1 -32.4 50 11.<1 -3'1.3 232 -2<1.3 100 10.5 -34.1 22.0 -26.<1 125 10.5 -34.1 21.1 -262 2405.1 Generol. Indlvlduol glozed oreos Including gloss mirrors In hozordovs locotlons such os those indlcoted In 2405.2 sholl poss the test requirements of CPSC 16-CPR, Port 1201 or b~ comporotlve test sholl be proven to produce or leost equlvolent performonces. Exceptions: I. Polished Hire gloss instolled In fire doors, fire HlndoHs ond vleH ponels In fire resistant Holls and hazardovs locations in 24052.1(3) ond 2405.2.1(4) sholl compl~ Hlth ANSI Zcr7.I. 2. Approved plostlc moterlols used os glozing in hozordovs locotlons sholl compl~ Hith ANSI Zcr7.I. NOTES: I FOR EFFECTIVE AREAS OR HIND SPEEDS BETHEEN THOSE GIVEN ABOVE, THE LOAD MAY BE INTERPOLATED, OTHERWISE liSE THE lOAD ASSOCIATED HITH THE LONER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJLlSTED FOR HEI6HT AND EXPOSURE BY MULTIPLYING BY ADJtJSTMENT COEFFICIENTS iN TABLE 16062D OF THE FLORIDA BUILDING CODE 2001. 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TO HARD AND AY'-lAY FROM THE BUILDING SURFACES. 24052 Hozordovs Locotions 24052.1 The folloHlng sholl be considered specific hozordovs locotlons for the pvrpose of glozing: I. Slozing in sHinging doors ond fixed ond sliding ponels of sliding (potIO) door ossemblles. 2. Glozinq In doors ond Holls of enc.losures For hot tubs, Hhirloools, sounoS'; steom rooms, both tubs, ",hoHers qnd othe)r such foc.llitles Hhere ",uch qlozinq is loc.oted 36 inc.he", ('114 mm or le",s, meosured h<1r1zonroll~, from 0 ",tondlng or Hoiklng surfoc.e Hlthin the enc.losure ond Hhere the bottom edqe of the exposed glOZing is le",s thon 60 inc.he", (1524 mm), meosurecf vertlcoll~, obove suc.h stondlng or Holking ",urfoc.e. PRECAST LINTEL SAFE GRAVITY LOAD TABLE ROOF DIAPHRAGM NAILING SCHEDULE , !~ 6't/Ow (TYP,) /~+;++~'" + + + + + + of + + + + + + of " + + + + ++++~+ ++. ++++++~+++++ +++++ ++ 'T +++++++ +++++ +++++ +++<.0 +rt+++++ +++++ ... + + + -" + + I"\.+ + + + + + .J.. \., ~IDGE LINE 120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE Sd COMMON NAILS @ 6" O.C. & Sd COMMON NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS Sd COMMON NAILS @ 12" O.C, INTERMEDIATE .1310X2 1/2" LONG GUNNAIL @ r O,C. .1310X2 1/1" LONG GUNNAIL @ 4" O,C. ,1200X3w LONG GUNNAIL @ 4" O.C. EDGES & S" O.C. INTERMEDIATE .1130Xt LON"G GUNNAIL @ 3" O.C. .1200X3" LONG GUNNAIL @ 4" O.C. .0990X2 1/4 LONG GUNNAIL @ 3w O.C. EDGES & S" O.C. INTERMEDIATE .1130X2" LONG GUNNAIL @ 3" O.C. EDGES (STAGGERED) & S" O.C. INTERMEDIATE .0990X2 1/4" LONG GUNNAIL @ 3" O,C. EDGES & 6" O.C. INTERMEDIATE SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED FILLED C::::)! + + + + + + + + + RIDGE LINE \., + + + + + + + + +. + + + + + + + + 0 + + + + + + + + +_1 + + + + + + + + ~ LENGTH 3. Glozing in on indlvlduol fixed or operoble pone I od [oc.ent to 0 door Hhere the neorest vertlcol edge Is Hlthin 0 24-lnc.n (610 mm) rod Ius of the door In 0 closed position ond Hhose bottom edqe Is le",s thon 60 Inc.he", (1524 mm) obove the floor or Holklng surfoc.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 1 9' - 4" (232") PRE STRESSED 21' - 4" (252") PRE STRESSED 22'-0" (264") PRE STRESSED 24' -0" (288") PRE STRESSED 2302 2302 2,029 1,624 1,184 972 937 767 573 456 445 414 362 338 N.R. N.R. N.R. N.R. N.R. N,R. N.R. 6'-0" / Exception: I. Slozinq in Holls perpendic.ulor to the plone of the door in 0 closed position In Grovp R3 or Hltnin dHelling units In Group R2 ",holl be ",ubjec.t to 2405,2.1(4). + + + + ~ + + co + <3 + + + + + + + + I 4. I 4.1 4.2 4.3 4.4 5. Glozlnq In on Indivlduol fixed or operoble oonel, other thon those loc.otlons described In items 2 ond 3 obove, that meet", 011 of the folloHlng conditions: Exposea oreo of an Indlvlduol pone greoter thon '1 sq. ft. 2 (0.84.m ) Bottom edge les", thon 18 Inc.he", (451 mm) obove the floor. Top edge greater thon 36 Inc.hes ('114 mm) obove the floor. One or more Holklng surfoc.es Hlthln 36 Inc.hes ('114 mm) horlzontoll~ of the plone of the glozing. All glozing In rolllngs regordle",s of area or height obove 0 Holklng surfoc.es Including strvdurol bolu",ter ponels ond non strvc.turol in- fills pone I",. ~ ~ &. Glozing in Holls ond fenc.e", enc.lo",ing indoor ond ovtdoor SHimming pools ond ",pos Hhere the bottom expo",ed edge of the glozing IS: (I) less thon 60 Inc.hes (1525 mm) obove the Holking surfoce on the pool ",Ide of the glozing, ond (2) the glozing is Hithin 60 inc.he", (1525 mm) horlzontall,~ of the Hoter's edge of 0 SHimming pool or spo. Thl", sholl oppl~ to ",Ingle glozing and 011 pones in multiple glozing. I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING llGHTL Y BET'vVEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCllON. LEAVE SPACE FOR SEAliNG. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WlTH lliE MANUFACTURER'S APPLlCAllON MANUAL AND INSTRUCllONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING, FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDAllONS FOR INSTALLAllON OF GLASS BLOCK. ~ rEXPANSION STRIP 20 go., PANEL ~ ANCHOR 9 go., PANEL :.-114' EXPANSION ~f~~~R~Ir~R BOl T (2 PER ./ (H~ ~t\\\Urr:\}V t~pHlrPLICE /' !fflHm~nnmnrv 'W/ REINFORCING / ;;:;:;:;:;;:;' :;:;:::.' 6' MIN PANEL ?\nnn~; :,' lAP SPLICE :::::::.- ~ -SEALANT NOTE. SEE GLASS BLOCK INST AllA TION NOTES, GLASS BLOCK DETAIL * (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ...1 ~ + + + + + + + + + v 6'-Ow v / / + + + + + + + + + + + + + + + D ~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULATIONS, ~ 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, NOTE: 1) SEE STRUCTURAL NOTES FOR SHEA1l1ING SPECIFlCATlONS AND I'lIND SPEED. 2) END JOINTS OF l11E ROOF SHEA1111NG SHALL BE STAGGERED AND OCCUR O'vER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEA 1l1ING IS F ASTINED DIRECn.. 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 PAffiRN. IT IS 111E CONTRACTORS RESPONSIBIUTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTlON BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR 111E STRUCTURAL INTEGRITY OF 1111S PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITiONS, 0111ER DESIGN PROFESSIONALS' SHOP DRAWlNGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWlNGS MUST BE BROUGHT TO THE ATTENTlON OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCllON. 2 i :J a.. it ::c it ~ >- .a it :J ~ . co :J <D . '0 . 0 :J - - ~ -< :J . .... 0 ) ) , , IT.l ~ . .. :'~ ) ~ IX>> <D i u I . > ~ <D . -0 I '-.... . - -' ~ ~ ~ I , 0- . :J: ) -0 ) .... <II) i ~ u U) . a.. . . - - q) i 31 I <D ::x: , I NOTE: . . cD I 0>> cg I - I CI) '"':J ! c CD i - , <0 I <D ! 0 a.. : :J: D SAMUEL A. GREENBERG, F.E. if3424B D T~Ul ~. ~U1N~, F.E. '*60122 D IRWIN J. BENSON, F.E. ,*4~lB8 D ALl ABBAS ~AKIM, F.E. ~6l86 TO Tt-lE BE5T O!= T14E ENGINEER'5 KNOWLEDGE AND BELIEF, Tt-lE 5TRUCTURAL FLAN5 AND 5FECIFICATION5 COMFL Y WlT14 T14E FLORIDA BUILDINe, CODE, 5ECTION \606> FOR 120 MFI-+ 3 5ECOND 005T, EXF05URE 'B' llJlND ZONE (2001 EDITION). Tl415 DRAWING AND DE51GN 15 VALID FOR 12 MONTl45 AFTER Tt-lE DATE IT 15 51GNED AND 5EALED, 51GNED AND 5EALED FOR Tl4E 5TRUCTURAL FORTION O!= Tl415 DRAWING ONLY. r D E DANSCO ENGINEERING, FA. p.o. eox ~ - APOLLO 6E~ - FLORIDA - 33&12 ~ - (813) 645 lZ>t66 t=AX - (813) 645 <a6~ E6 ....!I..IA\ fC\ mESE DRA\\1NGS AND DESIGNS ARE mE JOINT PROf'ERfY Of DANSCO ENGINEERING, PA, AND mE ........ ~ ~CUENT ON mls PRO-l:CT. ~y REPRODUCTION OR UNAumORIZED USE IS PROHIBITED, - 2003 "' & CREATED 01-02-02 3 120 SEe, MPH GUST eEAL."", \ ecALE NOTED DATE Inltl)2 LENNAR ~OMEe T.6MPA DlvlerON DRAlLN av. N:/BLOCKS/STD 2001 ~ eTRUcTURAL NOTEe 4 T A6LEe DE JOB NO. PM - 5021 eN2 ~ "- PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 INSULATION TYP.) I VARIES BAFFLES \ \ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT ~ SCHED.) W/ METAL PL. UNDER EA. TRUSS 1/2" HIGH f\ rOOF COVERING STRENGTH .-< " CD GYP. r:,. 7/16 O.S.B. MIN. SEE ROOF BOARD OR 1\ )C )\ ) (" ) (" ) (" -., C:.~:J NAILING SCHEDULE ON SHT. SN2 5/8" WALL )( )( )( )( )U ) ~ _ ELEV. VARIES g~~~RL~~CREWS ~ / vG ~~ALUMINUM DRIP EDGE @ 7" O.C. CEILING ~ !- \ " .~ & 8" O.C. WALLS I E ",,~LUMINUM FASCIA R30 MIN. BATT OR /!/ ~ \ '" 2x4 SUB FASCIA BLOWN INSULATION I- ~ 2" U.N.O. I~ "--12" ALUMINUM VENTILATED SOFFIT 1 x2 P. T. HORIZONTAL NAILER I ~ ~i STD. 90' HOOK I I- 8"x8"X16" KNOCK-OUT BLOCK (SEE DETAIL) / 1= W/ 1 #5 CONT. FILLED ~ SOLID W/GROUT E R4.2 MIN. f= INSULATION E ON EXL BL~ E /8" C.M.U. TYPICAL 1x2 PT W~ FURRING E. TYPE "S" MORTAR @ 24 O.C. f= /' ,/ ~ / " f= ~ARCHITECTURAL 1 2 GYPSUM 1= FINISH WALLBOARD U.N.O. I ~ ~ -1JC tr- (1) #5 VERT. IN FILL CELLS ~-f7''=- (SEE FOUNDATION PLAN FOR LOCATIONS) v@ '/ 4"x4" INSPECTION PORT AT ~ EACH FILLED CELL TYPICAL f= 3 1/4" BASEBOARD~ ~ A ~ ~ 6x6 W1.4xW1.4 WWF E ~ STD. 90' HOOK OR FIBERMESH \ r- "/ (SEE DETAIL) CONCRETE SLAB WITH BROOM . / ~ FINISH SEE STRUCTURAL NOTES \ \) r= . / ~ MI~O~2.0~&~ ~ ~~>>k>'; '\'''ZI~~ ~ ~ ~ I ~ 6 MIL VAPOR/~ . · . ^')/~> ~ ~ ~ Co BARRIER >// i ~ t l/\<<~ ~ ~ ~~\ ,,~>~~ ~ 2 ~ ~ / //v! r/ ~~v "'/~ 3 /// (2) #,? REBAR CONT. MIN. CLR. CLEAN POISONED AND COMPo ON 3 CHAIRS TYP. 1'-4" I" SOIL. (COMPACTED TO 95% MODIFIED U.N.O. f PROCTOR ASTM D1557) ;, ELEV. VARIES 1.1I1\ i~~1" x 2" FURRING \JI' L~ '-- " 1" x 6" ROUGH SAWN CEDAR "" 2x4 SPRUCE SUB FASCIA ~2" U.N.O. ~12" ALUMINUM VENllLA TED SOFFIT AL TERNATE FASCIA 5CALE: 3/4':1'-0' ~<::s:>c, QF~ ,-/ <$$' ~<S> q::> 9,'Vc, . ~ ~1'- ~r #~ .~ V'''-~ ~ ~<SS QF~~ CONTINUOUS TO FOOTER BELOW ~g. HOOK DETAIL 1:i) KO. BLOCK 1 x4 P. T. BASE NAILE HUD COMPLIANT TYPICAL WALL SECTION NOT TO SCALE (;\ \!V NOTE: SEE SECTION C/S1 FOR ADDITIONAL INFORMATION - -v / (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ;g @ 3rd PTS FOR WALL HGT. > 8'-6". SIMPSON SP1 CONNECTOR f; /2"rJ;x8" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. W/ 2"rJ;x3/16" PLATE WASHER (TYP.) FROM END OF 2" x PLA TE ~ hi / 6X6 W1.4XW1.4 WWF V OR FIBERMESH I fo !. I +-,>>:;- 0~ ~"- ~ -; ~ e'-c" ~AX-'~' ", /".. ,,},,>- "/ ~-t ,f\ 'b //'<<~~~ . . ~ ~.. /(~~ 3 1~~~-~) .~ /~><<' I A /0 /0;/>0 . ".. <<<<~~t<<~ ~""y ~OTE' (2) #5 CONT. -~/),>y/).;>>/>/~/ / HILT1'1/2"~ KWlK BOLT II WI 6" EMBEDMENT MAYBE R" 1'-4" 8" USED IN LIEU OF ANCHOR SOL TS. I ~ . f-- ~ ~ ~ "---;,.~A_'f-- ~ ~'/P ~ A A , c ~ ~y/'V~y~ ~~ · ~A ~ A A~ v:~~~~ A . A A A~~~>>> l:'>0/)0/)0/)0'/)0/>;>/)0 ~'<<*~ / Y//,'///0000{//{/>/ LOAD BEARING OR- EXTERIOR WALL + -t-- ~. 1 /2"~ ANCHOR BOLTS @ 24" O.C. w/ NUT & WASHER "" """ (1) SIMPSON SPI TYP. ~ . ~,.: I II II II II I II II II II L_________JI _\-._ JL JL JL __ I- - - -11- - - - - - I i(------- - -=--=--=--=---11 -:.-=--=--:. - -=--=--=--=--rl-=--=--=--=- - -=--=-=-=1r-=--=--=-~v-FI R ST BLOCK TO BE II 1111 II II II II SET IN MORTAR II II II II I II II II II II p:. -= = = == dL_-_-_-_-....,r = ~L--------I-r-=--=--:::...-::.....J-L-.-=--=--=--=-I-r-=--=--=--=-....i-L-=--=--=--=-..,r-=--=--=--=--l _-=--_-=---= I II II II II : :: :: :: "..q-7f= I: 1-3/8" MORTAR BETWEEN I II II 11:::::-- SLAB & BLOCK f= = = = = =;-r--------..=l..b- ~ :l"r-_--=--=--_......J_L_--=-_--=-..,""?---=--=--=--=--:LL-=-_-_--=-...,-r-::::...-=-_=_ _L_-_-_-_-...,- -=.-=. II II II~ I I II II II II II I II II II I II I II II II I II ELEV 0'-0" .. I F'---- -----,r- ~L.--------,-r-=--=--=--=--'-L.-=--=--=--=--,r -'L. \. -'L, . $- -,-- ~ELEV. -0'-5 1/4'~~~~-:L--------Jl~ JL J~ ' ~. ,:I"~ 4 A.F.F. (.;) '-f'" ( 'I." 4' ' ' , ", '.' ' ,j' ',. . " ~ . :z A.F.F. 0:::: ""'" .,,4' 'fil' .'. .'..." '" ...-~'ELEV.-0'-41/4" I- ~ ~!z . 2"x6" RIPPED TO AC~UAL 4. 1'/4" WIDE' 4 <1' .. ." " '. . A.F.F. $- e t'0 is ~ "'OR 2~'x4" WITH 3/4" FURRING ,. 4' '" · a ..-- 2 ' "" ,'4 I I,... . ',. , .,'" 14,' ~ :4 of N 1/ .' . ~GARAGE DEPTH '. " · of v, · · , I ' . u VARIES'''' <l ,,4 I ~ ..1 ,<I .'. '. <1 4 4 '4. a 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1x4 P.T. BASE NAILE ~ - Po,1 I- ~I- ~ / " t ______ (1) #5 VERT. IN FILL CELLS 3 4 BASEBOARD t= r= w ~ (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI I- I- _______ Z u CONe. SLAB 1\ l= ~ ~ 0: .____4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWF l\ t: l= ~ (/) ~ EACH FILLED CELL TYPICAL OR FIBERMESH E ~F 2t . I E I-.J ~ HEADER BLOCK U.N.O. ~ I l= ~~ I ~y-" d -A _ \T ~ ~ "N :::;;~ · (.00 ~ f7- ~ ::::- Y/~)/~~'" y~: j GRA9~ L .~ if. ~ ~ ~ /~ ;0:<< 1 I >0;<':/0<':/<<':/0<~ '1 ~ 6 MIL VAPOR BARRIER %'I;/)! of ! ~~~~\ ~ ~ CLEAN POISONED AND COMP.-1. :.~' ~%%~ ~ SOIL, (95% MODIFIED PROCTOR . ';~~ . %~~ oc PER ASTM 01557) /7,,' ., /, /, / /, / 3 MIN. CLR. ~STD. 90' HOOK (2) #5 REBAR CONT.~ ' (SEE DETAIL) ON 3" CHAIR 1'-4" 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES NOTES: 1. FILL ALL CELLS BELOW GRADE WHEN WHEN STEM WALL IS LESS lliAN 40" ABOVE GRADE. 2. FOR STEM WALLS GREATER lliAN 40" HIGH CONSULT ENGINEER. -=- (;;\ , Sl~ ~ AL TERNATE 5TEMWALL FOOTING SCALE: 3/4':1'-0' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION GARAGE 5LAB AT 5TEP I AA , -, 51 J 5CALE: 3-'4':1'-0' \ A r2x S.P.F. STUDS @ 16" O.C. II v Ti .....--2x STUD I ~ }V I 'I V8" C.M.U. /(" I I 1......1 ~ 1"x P.T. STUD I J,...J"''''- ~ I ~ #5 VERT. IN FILLED CELL : f V 1/2" x 6" "J" BOLT y I @ 24" O.C. VERT. I I I I I )..-v--2x P.T. PLATE tl 1/2" MIN. PLYWOOD SHEATHING NAILED WI 8d COMMON NAILS @ 4" Ole BOUNDARIES, 6" OIC EDGES, AND 12" Ole FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. _ ~ (2) ROWS OF 2x BLOCKIN\ ' ~ 2x SruDS @ 16" O/C @ THIRD POINTS >-- / ~ .___R11 1/2'0 x 8" 'J" BOLT @24' O/C ">.------- W/ 2'0X 3/16' PLATE WASHER TYPICAL ~ /,7/8' srucco FINISH PER ASTM C. 926 NOTE' ~ APPLY 3 LAYERS w/ TOTAL ll-tICKNESS 7/8' HILTl'1/2"~ KWlK BOLT II \ ~. OYER METAL LAll-t. FIRST 2 LAYERS 3/8' ll-tICK wi 8" MIN. EMBEDMENT MAY ~ EACH. 3RD LAYER 1/8' l1-tICK. BE USED IN LIEU OF ANCHOR BOLTS. >- liSIMPSON SP1 @ EA. STUD 6x6 W1.4xW1.4 WWF \ >- OR FIBERMESH i:<~ 2X P. T. PLATE , N . - A ,\, ::::- ~ L- .~ ~ " ~ . . :::;; '" oj;> - A .~ ~ /~ Y));:)V;~ ~... .c Jl FINISH GRADE 6 MIL VAPOR BARRIER ~~'\ 1 t> ~. ". A .' < ",,"'</<'7> . /~ .~ > >v'~'y ~ Z CLEAN POISONED AND COMPo ~"< ... . ~~,,;..; :2 SOIL. (COMPACTED TO 95% MODIFIE ~ ~ ~ i.. -~' ~ ~ /",,'" PROCTOR ASTM 01557) {t((~<<<<K/(~ / 4" 1'-4" l' 20" MIN. LAP t vv~: =I~=CI~~~:RVV' ~/ ~ ...., vvV' ~ '*3 4 -4 LAP 5PLlCE 25" MIN. LAP l' "" ,J~;;'R~~R= B,,::m::r ~i 1\ ~ ~ LAP 5PLlCE -1 36" MIN. LAP -1 , ,x x x~ ~,xx^~XY e;;:~;~~N~~~;>>j^~~^:j9<~ ~,~ -6 LAP SPLICE ",xx #5 REINFORCING BAR J ~z I""", ~.-=:::; R 17/80/ ~ 5TD. ~00 HOOK -=- FRAME WALL TO C.M.U. WALL CONNECTIONJ D '\ 5CALE: 3/4":1'-0' ~ SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION GALVANIZED METAL STOP SECURED TO WALL ~TO RUN CONTINUOUS AND LEVEL AT A MINIMUM OF 8" ABOVE GRADE. z EST. GRADE SE . _ J..-ELEVAll~ 0'-0' co, _L ~~p OF SL~B_ t7 ''\\\~0v'0\ \ "V- oc r;-~" \ \ \\/(\ I \~:;.<\~ <;..-:\ \ .~ ';- . \/\\): ./ ~ - r TYPICAL C.M.U. BLOCK WALL "" ~ / ~ ~ FINISH TEXTURE BREAK SCALE: N.T.S. ~ ~- 3/4" RECESS FOR S.G.D.~ .'""'" 6X6 W1.4XW1.4 WWF '" / OR FIBERMESH ;. ~...- ~- -,-J- - --.,d .. ~ at ~~ 't~~~~0"<. ~A~Y / // / ff;/ /; j(Y / /Y/ /<<~ (2) #5 CONT. ('Z<"''\:,,,~''( """,<. a.. ::c >- .Q .>0: '" cD '0 , 0 - :::lI -< TYPICAL INTERIOR BEARING WALL ~ SCALE: 3-'4":1'-0' 1 G ,_ Sl J =' '- o - ~ , ... SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION I~ '" Cl) ,c;l > IcD '0 . N -- 6X6 W1.4XW1.4 WWF .~. I . ,~ OR . FIBERMESH ~ ~~t=~--S-- - - 7f" ~- -.A. --. d il GRADE ::; I ''': Y)>Y)>/);V;~"-~\ f>)/)>)/):V/'" I " "(/" "'-//"..~ / :-<v<~(~",,,<<':(/" /'\., ".. ,".. '\.,>)~~ >>~f{~>> :::: / /, " ' , (1) #5 CONT. ..J I c:J I I I a.. :::I: , "0 I..... .1lG , -"'i: :c;l : CIS a.. , , - : - cD 4" 8" i~ I cD ::c MIN. , >>> I (1D CD TYPICAL THICKENED SLAB EDGE fL\ 5CALE: 3-'4':1'_0' , 51 J SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION '==" - 'cD , .., , c : a , '" I<D 10 . a.. : :J: . ~ . I ' o.z I N- -.........:::;; ~ ~ ~ 4" 1'-4" OPTION #1 (E\ \!V REBAR DETAILS 5CALE: N.T.5. rF\ \!V TYPICAL EXTERIOR FRAME WALL FOOTING SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3'4':1'-0' ~BLOCK WALL BEYOND P. T. 2x4 1/2" GYP. BD. SOLE PLATE\ ,. "~'HOLD GYP. BD. ~2X STUDS@24"OCUNO , ~ ..' 1/2" FROM SLAB \ .. ... " CONT, BEAD ~ ~1/2" GYPSUM WALLBOARD U.N.O. , z / SEALANT w/ DRYWALL SCREWS @ 8"0.C. -$0'-0" ~ ,,~K /g ~:~. ',~. -.J ) 4" INTERIOR '\ ". ,. 4 _. - $- HIL TI X-CF NAILS @ 12" O.C.---..I ' · ,~" ~ STAGGERED, FROM BOTTOM 6X6 W1 4XW1 4 VY'WF OR FIBERMESH ~ PLA TE TO CONCRETE OR EQUAL .. . CONCRETE SLAB\ Y j6X6 W1.4XW1.4 VY'WF OR FIBERMESH ~<-_ --1-. J \ \ f\ k;z /, . ~ "N ~ J A_~ " \ \ \ )J;-' · . -.........:::;; ((-'" , of '\. - -1 ~ I ,I ~ J ::;' \ / ><0<Y0<Y~ /~' ~ ~ - - ~,-L ~ -A ~ ~~ - ---=rr- Jf' .~ ~ ~ ",''':''>> ".. A ~ , ~' ' 4 ~ ""-:::;; ~~______~~, /> ("y/d)d ;;~; :4:;0':2/)0> I ::; > ~<~Y~0<"/~~>/ ~" ~")S>~~>>>~~~~~ 6 MIL / VAPOR BARRIER 8" 1'-4" 8" (2) #5 STEEL (CONT..) ON CHAIRS / ~.H.D. RECESS GARAGE ~19 / U.N.O. CONT. BEAD SEALANT EXPANSION JOINT, 8" ,VARlr<; #5 CON T., 1\ \ ~ ~;V~ · \ '.7. ~/~ /)//~ ~ \.-.y~.y~ "''A'':'' t ~~"0 .1 ~~~ / jP~ ,)~ k:<<0/ .~ ~)>>/".. . A '\ "\.. "S\.-. "'- "../",- '/<<<'i )~>~>r~ \<<\/ '\* '-....;, ~<V//~i// ~"/",, d 3" MIN. CLEARANCE cl1/2" MIN J (2) #5 CONT. ON 3" CHAIRS (TYP.) 1'-4" GARAGE DOOR SLAB RECESS : (J , ~Sl J ""'=='" INTERIOR WALL 5LAB 5TEP NON-BRG. I K \ SEE A/S1 FOR MORE SLAB INFORMATION 5CALE: 3-'4':1'-0' ~1 SCALE: N.T.5. 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 \ >JARI!='< 6X6 W1.4XW1.4 WWF I / OR FIBERMESH FINISHED CONCRETE LANIA TO RECIEVE BROOM FINISH U.N.O.\ / . - I , ~ . ~ ~ , \ \ \ ~ .,...-.- ~ _of ~ :- ~ ~ ~ -t J ~ ~ 5 . ~~J +- --- -'7..- __ <1 \:.- ~ dh ^"/^ ::; .~ "ex:: ~ "'\.,/ / ,,/ /.. ';1/ ~d ~ ........ il ,. ~ ;t?/~ / / / / / ~ "'- y,,', '\.,~"x ~/,'l '\.,,, r.4. . ~ d v~""~ 6X6 W1.4XW1.4 WWF~ (~r/)~~v~//~YX" OR FIBERMESH r~l/ ~-(2) #5 CONT. l4" 8" 1'-4" 8" (1) #5 CONT. t MASONRY WALL AND-~I-'c;t PAD FOOTING .__MASONRY WALL AND ----- PAD FOOTING 8" MASONRY WALL 8" ~ EXTEND FILL CELLS TO FOUNDATION -- 1 PAD MAT REINFORCING. CONT. FOOTING STEEL, \ / =11/2" MIN. 6" MIN. /~~Jf v" "'-/)..1\ J ~'< ~.'<< /-..<(/-..<(/-..'<<: Y/;~ L l-- ~ E>ij>'l)Y~Y FOOTING BEYOND ~~ [",<<,<<,<<", , ~I.I. · · · !/Y//Y//Y/)- J' 3" MIN. CLEARANCE ~~)'>y>>)'>%;: % ~V~" " PAD REINFORCEMENT ~/ ~%%~~/~;;k*"/ (SEE SCHEDULE) /, 7" C E R .J MIN. L A ANCE FOOTING W1Dlli SEE SCHEDULE FOOTING DEPlli SEE SCHEDULE OPTION #2 SLAB STEP 4 RECES5 Ia) 5.G.D. J SCALE: 3-'4':1'-0" , M Sl , SEE DETAIL L ON SHEET S1 J FOR OUTER EDGE OF LANAI N 51 PATIO COLUMN FTG. DETAIL ~ , \ J 5CALE: 3-'4N.T.5. --= SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION =" ~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~m ~1RUSS BOTTOM CHORD OR '- 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR j\ TOE NAILS @ EACH END irV"'- 1/2" COX PLYWOOD OR 7 /16" ~$V2"X S.P.F. ~OR EQUAL) O.S.B. SHEAllilNG REQ'D. FOR STUDS @ 16 O.C. U.N.O. ALL EXTERIOR OR SHEAR WALLS ~ (1) ROW 2x BLOCKING @ MID HGT. FOR AS INDICA TED ON mE PLAN. _ L- , " ATTACH SHEAllilNG W/ 8d WALL HGT. < 8 -6. (2) RO'NS 2x BLOCKING COMMON NAILS @ 4" O.C. @ l @ 3rd PTS FOR WALL HGT. > 8'-6". BOUNDARIES, 6" O.C. @ EDGES, V19 AND @ 12" O.C. @ FIELD ___________ ':- SIMPSON SP1 CONNECTOR - ,'- 1/2"rJ;x8" ANCHOR BOLT @ 24" 0.C-:=j~PV2X P. T. BOTTOM PLATE W/ 2'\~x3/16" PLATE WASHER (TYP.)~ /6X6 W1.4XW1A WWF , C" M'N . ~ ....-- -.L.~ _ O~-,-~IBER:ESH ~ . _~ r: t / ~ ~ --c- - - ~ ~ ~ ~A. ,~ ~fY <<" <<':'/ 3 1/2"-4: l' ~ ;/2'-4~^;(^Y~ '. . · ~l)>>'0 M'N. , MIN. /'( / /~V"'R<"".':: "<<<y","<0~' /p<.> / /""y /\.-. '\.,/, / (2) #5 CONrI 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 'GV STEP I NOTE: 5CALE: 3-'4":1'-0' \ SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1(2" MAY BE USED IN LIEU 0 ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. SIMPSON SP1 's ARE NOT REQUIRED W/ THIS ALT. c , 51 J NOTE: HIL TI 1/2"rJ; KWIK BOLT II wi 8" MIN. EMBEDMENT MAY Bt: USED IN LIEU OF ANCHOR BOL TS. 'c .;=. SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~ 1~~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE ~ NAILS @ 24" O.C. FROM TOP PLATE TO ~ S.P.F. DOUBLE TOP PLATE~ ~ Jv SIMPSON SP2 CONNECTOR ~ -~ '- - .- ~2"X S.P.F. (OR EQUAL) / STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR~ ~,19 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". V~/2"rJ;X8" ANCHOR BOLT @ 24" O.C. W/ 2"c;!\x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR~ 2x P.T. BOTTOM PLATE~ /6X6 W1.4XW1.4 WWF (4" MIN. "\.... OR FIBERMESH I , . / . l. ~ -r- -'-' - -~ -;- ~ --:- - "I OCZ r t ~K ~ ~ -~~~~ ~A~ . A ~Y/~v':'/ SE ~ ~/2"-4"/^YAY~ ~ · ~~S>>~ MIN. /,,/ /"""(<;<~",,,,< <<<~~~, ".. /'J..> / ^y '):...'\.,;-" " /" (2) #5 CON~ 4" 1'-4" 8" " ~TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END , 3 1/2"-4" MIN. U.N.O. MIN. AL TERNATE TYPICAL BEARING WALL 'GV 5TEP WIO 5HEAR WALL ~ 'CE7 NOTE: SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1(2" MAY BE USED IN LIEU 0 ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. SIMPSON SP1'S ARE NOT REQUIRED W/ THIS ALT. I D SAMUEL A. GREENBERG, P E. "34245 D THUY ~. ~UYNH FE. #60122 D IRWIN J. BENSON, P.E. -4~158 D ALl ABBAS HAKIM, PE. ~618b SCALE: 3-'4":1'-0" NOTE: HIL TI 1/2"rJ; KWIK BOLT II wi 8" MIN. EMBEDMENT MAY Bt: USED IN LIEU OF ANCHOR BOL TS. & CREATED 01-02-02 TO TI-4E 6EST or THE ENGINEER'5 KNOUJLEDUE AND 6ELIEF, THE STRUCTURAL FLANS AND SFECIFICATIONS COMFL Y WITI-t TI-4E FLORIDA BUILDING CODE, 5ECTION 16~6 FOR 12~ MFl-i 3 5ECOND GUST, EXF05URE '6' UJIND ZONE (2~01 EDITION). Tl-i15 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-i5 AFTER Tl-iE DATE IT 15 51GNED AND 5EALED. SIGNED AND 5EALED FOR TI-4E STRUCTURAL PORTION OF TI-4IS DRAWING ONLY. r "" 120 MPH 3 SEC. GUST D E DANSCO ENGINEERING, FA, po. 60X ~ - APOLLO 6E~ - FLORIDA - 33&12 FI-IONE - (813) 645 tZ>166 FAX - (813) 645 ~~ E6 4510 fc\ 111ESE DRAWINGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO E.'1GINEERING, PA. AND 111E ~CUENT ON 111IS PROJECT ANY REPRODUCnON OR UNAU1110RIZED USE IS PROHIBI1ED - 2003 eeAL.~ \ eCALENoTED DATE 1/2/(1)2 LENNAR ~OME6 TAMPA DIVl61CN DRAlLN B.V, N:/BLOCKS/STD 2001 '" 6ECTION6, DET AIL6, NOTE6 61 ..) " RE ENGINEERED WOOD TRUSSES @ 24" OIC pun CONNECTOR (SEE SCHEDULE) ti'OUBLE 2"x4" S.P.F. TOP PLATE 7/8" S11JCCO FINiSH PER ASTM C. 926 APPLY 3 LAYERS WI TOTAL TI1ICKNESS 7/8" OVER METAL LA111. FIRST 2 ~AYERS 3/S" TI1ICK EACH. 3RD LAYER 1/S TI1ICK, iiI.. h........~ ~ ~ SIMPSON SP2 @ EA. STUD ~ ~ v"fll:'iJ'Eb'Rj8R TR"lJ~gfS S~\t. ~~GCOMMON f W ~ /" WiRE NAILS @ 4" O/C BOUNDARIES ~ 6" O/C EDGES & 8" O/C FJELD 2X4 PT STUDS @ 16" O.C. OR (1)2X4PT SllJD ~ @ 24" O.C. UNDER COMMON TRUSS W/ (2) 2X4 / -- PT STUDS UNDER HIP CARIER/GIRDER TRUS~ \. ~ J~ \ /~ ., r=~l ~ MAIN SPAN ROOF TRUS) SIMPSON META20 @ EA. STUD ~ ~ f-- UPLIFT CONNECTOR (SEE SCHEDULE) / ~ I E MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ~.f- r=. AND FILLED w/ 2500 PSI GROUT / I- / ~ ~ 1 ;'5 VERT. IN CONC. FILLED CELL ~ t= E W/ sm. 90' HOOK IN K.O, BLOCK I- /1- KNEEWALL ABOVE MASONRY ~:LL- DETAIL fE\ 5CALE: N.T.5.' S2.J ~ 12 (TYP.) I SEE ELEV, / / ......... f:#I* ". ... I~VENT OR 2ND FLOOR -===rr\ : 1/2" MINIMUM CEMENT FINiSH :d /TYPICAL C.M.U. WALL ~ - rJ STANDARD 3. DIA. TEE ~ '= ~ -3/4' F\lRRING STRIPS mREADED 3' DIA. EXlENSION ~'\ =- 2: fD8_IJUJAP (3. DIA.) ~ ~ - := ___1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ s" O.C. OR 4d DRYWALL NAILS - ~~ 1 I--J I-- / /- -I z= - II-- I~ - I-- MiN. EXTENSION FROM EXTERIOR - I-- F ACE OF BLOCK WALL is 1 1/2" - I-- MAXiMUM EXTENSION FROM EXTERIOR _ I-- fACE Of BLDCK WAlliS 2 1/4. ~:..\ ~DRA'N WALL CLEAN-OUT (A \ 5CALE: N.T.5, ~f TOP SPLICE DOUBLE 10d . ~~ ~ ~ ~4' ~. . ~ ,;' ~ I\~ "'BOTTOM SPLICE OVER STUD v 10d @ 8" OIC [....-- NOTE: PLATE LENGTHS MUST BE ,;' AT LEAST 8'-0" LONG. TYPICAL ~ TOP PLATE SPLICE DETAIL( M \ SCALE: N.T.S. \V' 0.. , ::l: , , >. I ..0 , DOUBLE 2x TOP PLATE I I , SIMPSON LSTA12 @ 24" STAGGERED (FOR SHORT SPAN PRO~DE 2 STRAPS ON EACH END MIN.) 2x BLOCKING @ EACH END WI 10d x 3" @ 4" O.C. FROM EACH HEADER F ACE TO BLOCKING ~ , .>0: , co . \1) ,~ , 0 . .... . ~ . < ~ --(2) 2x HEADER 2x BOTTOM PLATE WI (1) 10d X 3" @ 12" O.C, TO EACH HEADER FACE , ... . 0 - . , , I o:n I . ~..... V ARIES .~ I , ' . <0 '\1) IU > G) 'U c;.'\I -- ...J ~ , 0.. ::l: '0 ) ;; "'" U llIS a.. , ..... ..... \1) 31 "I) x 2 x 6 (MIN) FRAME WALL HEADER DETAIL (2) 2x4 TOP PLATE SIMPSON LST A 12 @ 24" STAGGERED (FOR SHORT SPAN PRO~DE 2 STRAPS ON EACH END MIN.) \ Ib I~~ I ~(2) 2x HEADER wi ~" 2 x 4 FRAME - - PLYWOOD FLITCH WALL HEADER DETAIL IS <SO CD & .... \1) -, c a I- I'>> , "I) 10 WALL HEADER DETAILS 5CAlE: N.T.S. .~ "-MJII2;,'s>>t.~~~~~~.:;iiSI:"~~1i!Ii._"'~~ 10d NAILS @ 6" O.C. STAGGERED! TRANSO~ ~ II 0 oM FRAMING '~1 ~ BEYOND. - ~ ~ =- LpL YWOOD o { E \ tSHEAmNG ~ \!!V PLYWOOD SHEATl1ING ANCHOR BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) - __ SECTION A-A 2'-0' 8' / \ ~t 3/16" x 3" TAPCONS * ~ '\ ~ LEAVE A CUT OUT IN O.5.B. ~ ON THE INSIDE TO ALLOW FOR ~ INSULATION TO BE INSTAllED ~ -2 x 8 40 DIAGONAL BRACE AT EA. FACE !, OF ARCH 'f1. H~ 1 ad ~ "(AI::O:~DE T~:N WITHIN 4" MIN. OF BRACE SIMPSON H5 AT EACH JOINT TYP. I \ PREF AB CHIMNEY CAP ~FLASHING 2"x4" BLOCKING (SEE MANUF. V SPECS. FOR MINIMUM DISTANCE) I ~ ~Ir EXTERIOR FINISH _____ ....... PREF AB CHIMNEY .......... BLOCKING @ MID POINT 'M1EN CHIMNEY EXCEEDS 6'-0" IN HEIGHT :'-1/2" SHEA 1l1ING OR 0.5.8. ~ -2"x4" STUDS @ 16" O.C. MAX. ~w ~~ >- z <(<( zZ <(- ~~~~ a:: 0 = wI- <( 'T G~ a:: GALV, METAL .r<: In.. b FlASHIN\ . . I o~b _ I a:: ~ ~~ <( ~ ~ CRICKETJ"~ - - -- - jGALV. MlL. FLASHING ~ ~TRUSS TOP CHORD ~ SECTION "A-A" SCALE: 3/4"=1'-0' PSON MTS12 @ EA CORNER OUBLE 2"x4" BLOCKING A A I (2) 2 X 8 BEAM~ I -- I I TRANSOM OPENING 7' " -4 A.FJ., PRECAST RECESS LINTEL (FILLED) L-_ ::8 I-- 1 I #5 REBA~f-.- DOOR OPENING MASONRY WALL BELOW-" _ - I I SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs) (GRAVITY CAP = 1262 Ibs) LINTELS AT ENTRY DOOR W/TRANSOM f- ,- NOT TO SCALE I DD \ , S2 I I-:::!_ ~ p=-~~......."" ~.,J"""," " ~~ " ~ " ~~ " ~N~~ TRANSOM FRAMiNG ~ SEE SECTlON AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS ~ DOOR JAMB 3-1/4" LONG X 3/16"~ TAPCO~ INTO BLOCK@ SPACING PER MANUFACTURE-~ ],IV/, ~ ~ ~ ~ 1X4 P.T. 1" D ETA I L 1/2" DRYWAL 1 X 4 FURRING DOOR JAMB W 1/4" X 2-1/2" S.O.S. WOOD SCREWS INTO P. T. @ 12" O. C. '--_ 3/16"~ X 3" LONG TAPCONS STAGGERE 1Xif- @ 16" O.C. 2-ROWS INTO MASONRY . , THROUGH lx4 P.T. & lx8 P.T. L1 X 8 p, . 1 -1 /2" DETAIL 'l, RECESS rLlNTEL / ;t. <.1 .' ,'. 4. " '4' 3/16" x 3 -1/2" TAPCON DOOR JAMB W 1/4" X 3" S,D.S. @ 12" O.C. 2 ROWS STAGGERED, 2 1 /4" DETAIL -I &;. ~ " "/ 1X4 P,T:- '-2 X 8 P. T. 1/2" DRYWALL 1 X4 F.URRING DOOR JAMB W 1/4" X 3" S.O.S. -I 1 X 4- I' 3/16"~ X 3-1/2" LONG TAPCONS STAGGERED L-2X8 STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8 THROUGH 1x8 P.T. & 2x8 P.T. 3" D ET AI L 1 X 4 FURRING 1/2" DRYWALLl DOOR JAMB W 1/4" X 4-1/2" S.O.S. 12" 0,C'__6 10d @ 12" O.C. 1 ~ 'L1r ~~~~~&'JD @~J~" 36~~"iJ5~s LfNNT~ 1A:{g~~yL2X8 3-1 /4" DETAIL BUILDOUT 'GV OVER SIZE DOOR~ WINDOW ROUGH OPENINGS I CC \ NOT TO SCALE 527 -- "/ ;-~:=J:;; 1- ~'^ ':!!l--~ ....... " " -q~" ~ " .~~~~" ~ ...).." ~~< " I 7' TRANSOM fRAMING ~~, 1< SEE SECTlON AA/S1 AND ~'V- BB/S1 FOR ADDIllONAL ~ DETAILS ~ ~ ,~ RECESS /L1NTEL / <1 /. 4 ... 4 ~ ,'<1 ' 0~ 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" 4 MAX. SOLID BlKG. AT TOP - - BTWN. ARCH BLKG. & BUCK ~ I 1 '" 1 X 4 FURRING/ 1/" /if ~&~ AT 8" O.C. I , b< BLOCK HEADER (4) 10d NAILS INTO / 2 x 8 BRACE/ BLKG. 1/2" DRYWALL 2 x 8 40 DIAGONAL ~ ~ ~ 7/16" OSB BRACE(S) .......... ARCH PANEL CUT HOLE IN O.S.B. FOR POLY-CELL IN THIS AREA - BUilT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT w/ 8d NAILS ~ (4) 10d NAILS INTO 2 x 8 BRACE/ BlKG. 2 x 4 SOLID BlKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALL WDW. SCREW ANCHOR INTO ARCH BlKG. PER INSTALLATION DETAILS ARCH DETAIL NOT TO SCALE rAA\ \!V PROVIDE TAPCON PER WDW. INSTALLATION DETAilS OR THRU 1-1/2" THK. OR MORE BUC~ WITHIN 6" MIN. OF START OF ARCH 36" MAX. C" :I~IRDER TRUSS 1 - "Fr-2"x BUILT-UP COLUMN ~ o 0 W KN/OC1K-2~T BLOCKi NOTCH LINTEL WHERE REQUIRED t'IJ ~ t FOR CONCRETE PLACEMENT , I" f"' .., t ',n t." ,.J ,;, L.; . l. q 7 '/. ~ r .~ ATTACH BLOCKING ~ TO TRUSSES W / SIMPSON A34 ANGLE TYPICAL i ~C:E~ i~ SIMPSON HTT16 TYP. ~ 5/8"0 THRU~ ~/~x TOP PLATE - -= - BOLT - ::::...'-~ - II I STD. 90' HOOK T BOND BEAM CONT #5 B-f'R 1 : 0: 0 ~S-16d NAILS o 00 ~ o 0 o 0 5/8"0x8"" J" BOLT OR 5/S"!/J HIL 11 K~K BOLT II ,,~~W/ MIN. B. EMBEDMENT ~ '<<I: ~'~'f.!'....'O!,""'.....". '~~'''~a'. lid \\1'" :-,\' 'W,": I~ ." .'", , ,,'," "'" '.1 ':', ..' ..' : ! .. ....:. .4' '" .A . . ,', ' .' ,<I, ,'. '." .:'.~ ..4.7' T r. I STD. 90' HOOKl I [PRECAST LINTEL wi (1) #5 CONT. I IN OPENINGS GREATER THAN 6'-0" WIDE l T r IMPSON MTS12 @ EA. CORNER RE-ENGINEERED WOOD TRUSSES SLOPl I CONT. #5 BAR\ II r I I 1 I Vf'REF AB CHIMNEY ASSEMBLY (,/-:::::::-.. J \V '\. )/ '-'~ STD. 90' HOOK", , ~ I .1 A r 1 1 I I I I I OPENING 1"-2"X4" @ 16" O.C. MAX. V2"X4" BLOCKING TYP. I ... II I '-------- 2 X B,U, C SIMPSON HTT16 j TYP, I I 1,1 II I I ~FILLED CELL Wi (1) #5 VERTlCAL~ SEE FDN. PLAN FOR LOCATION II ~ TYPICAL Cl-4IMEY DETAILsJ F '\ 5CALE: N.T.5. ~ I II 'v, TYPICAL I-ITT16 TO BUILT -UP COLUMN DET AILI R , \:!V ~ \ (1) SIMPSON LSTA14 ~ (I) 24" O/C STAGGERED (TYP.) ""-.....~,:,? ~ SEE FLOOR PLAN NOTES 'i,'~ ~ / \ FOR REQUIRED CONNEC1l0N ~'~~-RO'vVS 16d NAILS STAGGERED@ ~ /' . . . 16" olc EACH FACE OR 3-~0~ ~ ' 16d N'AILS STAGGERED @ 16 0 C 16d NAILS @, ~ ..............~ ~ J<:::::::::-" FOR 2"x10" OR GREATER HEAD R 16" OIC TYP. ~~ 1 ~ EACH PLY ~ ~ ~ '(1\ 1\ L DOUBLE HEADER W/1/2" \:2Y FLITCH PLATE U,N.O. f\ ~~~bl)j~E~NPA~h9S~N90AS HEADER WI (2) 16d @ 16" O/C UNLESS NOTED OTHERWISE I I I NOTES: CD FILL UNTEL AND ALL CELLS ABOVE LINTEL. Q) SEE FLOOR PLAN FOR ADDl1l0NAL INFORMA 1l0N. @ ~~IFJd~A~dbtDR~W6~~~t~ENT Q) OPENINGS LESS Tl1AN OR EQUAL TO 6'-0" , IN ~D111 DO NOT REQUIRE ADDIllONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL AsSEMBL YI G \ SCALE: N.T.5. 'S2 f #(0 ~~~~E~~O~0~8U~~MION SIMPSON STRONG /-=-- TIE HTT1~ ( N \ SCALE: N.T.S. , S2 I -=- BOND BEAM STEP DETAIL (H \ 5CALE: N.T.5. ~' c ROOF TRUSS (ABOVE r2X4 BLOCK'NG ~l f~ ~ t ~ ~SIMPSON DTC @ ~ ~ EA. BLOCKING " ' 'f~ ~2XS WALL m ABOVE ENTRY K.O. BLOCK ~ ~:W/(1) #5 CONT. & FI LLED t== == ANCHOR BOlT .... @ ~~ {SEE PLAN FOR REQUIRED CONNEC1l0NS i '1/ P.T. BOT. PLATE "'= '=" SIMPSON STC W/ 3--Bd COMMON NAILS \ riTRUSS BOTTOM CHORD OR 2x4 BLOCKING WI 2-16d TOE NAILS @ EACH END (24" O.C. MAX) , 7 5~ B" 7 5/~ 8' 7 5/T t B' -- JI -- -S01:'AS--- D - ------- =D - -SOLID AREAS ~ ARE STEEL AND D D / GROUT D /1- ~~6u~TEEL AND INTERIOR WALL "~ \ [if /~ SAW CUT TO 10 1/2 ~ ~Ir-SAW CUT TO 10 1/2":ir /f- FULL 8x8x16 BLOCK 'i - - ~ ~ - -DOOR OPENING- - fU .- -DOOR OPENING - - -Qi:iJf -ODOR OP'NING-~ I i \ FILL THIS CAVITY WITH ~ [\ FILL THIS CAVITY WITH I ~ I \ FILL THIS CAVITY 'MTH EXTERIOR WALJ81 L GROUT FROM FINISHED I ~ GROUT FROM FINISHED ~ GROUT FROM FINISHED D FLOOR GRADE TO D FLOOR GRADE TO l8J FLOOR GRADE TO . LINTEL ABOVE. '===== LINTEL ABOVE. D LINTEL ABOVE. __ D ________JDl___+___ D ___ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. iiiiI ~~ I' / ~I 1/4" MIN. SPACE 2x TOP PLA TE~ OTE: 2-16d NAILS @ 24" O,C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING ;t CAN BE USED IN LIEU OF SIMPSON ----' L-- STC STRAP ~ V"7 2x S11JD @ 24" O.C. MAX. I /1iROVIDE HIL 11 X-CF NAILS OR EQUAL @ 12" O.C. STAGGERED FROM BOT. PLATE TO CONCRETE 2x P.T. PLATE~ /~iX6 W1,4XW1,4 ~ ~ j OR FIBERMESH I ~ I .1._ _ _ "'_ ~ _ -d-- ~ ~ .., .,; . J . a. .-,;1... 1<1 . ,. .. A --r- - --. ~ .,-~ l ..=. T'YPICAL INTERIOR NON-BEARING WALL DETAIL, J '\ \!V MASONR'Y LA 'Y OUT SCALE: N.T.S, (7;\ \!V I B (1) 2"x4" CRIPPLE FOR OPENINGS 6'-0" OR LESS & (2) 2" X 4" C~IPl;lE t:OR OPENING 6 -0 OR GREATER ~ ASONRY WALL /2"X4" STUDS TYP. r-SIMPSON A35 rSIMPSON 0- SIMPSON I SP2 A35 '~") . . >< 2X4 TOP PLATE OVERLAPPiNG ~~ LOAD BEARING/EXTERIOR ~ WALL HEADER DETAIL I Q \ 5CALE: N.T.5. \V SCALE: N.T.S. () O,o~ OOf? · UPLIFT CONNEC1l0NSlvllvG REQUIRED AT LOAD BEARING WALLS - LNAILED INTO TRANSOM FRAMING - - ~ - '-------10d NAILS @ 6" STAGGERED i ~ REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. ~ WlDTl1 OF OPENING VARIES 1/2"X9 1/2" PL YWOO SCRAP MATERIAL " FORM CONCRETE iNSET TO ,.4.' r / CREATE A SOLID BASE FOR BLOCK 1/ WAll ABOVE IREFER TO PAGE SDW2 FOR IADDITIONAL INFORMATION BY MANUFACTURER, TYPICAL SECTION THRU WINDOW (;;\ S2 -I -I <t: ~~ ~~ o ~ FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x4 (NOM,) KEEP SllFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS V-;SIMPSON A35 ) .-SIMPSON SP1 rANCHOR BOLTS @ SIMPS~35 _ / 24" O.C. MAX .. ""'1\' J 2X4 P.T. PLA TE '/. '/' fK\ ~ TYPICAL GARAGE DOOR TRACK MOUNTING DETAIL SCALE: N.T.S. SCALE: N.T.S. <1 <l ' '4 16 I "- B \ fXB P. T. BOTTO~ P~ I \ I I LANCHOR BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) GARAGE DOOR ROLLER ~ CONNECTION ASSEMBLY TR~t~~G~IR~8JWN OF_I '//// ~ GARAGE DOOR RACK MOUNTING BRACKET ; ~RAGE DOOR II TRACK o SIMPSON I SP2 I :::;t: 2X4 S1lJDS @ 24" O.C. ~; 2'-0" I A j / r r 1/2" ANCHOR BOLT @ 24" O.C, MAX. MIN. (2) PER BOTTOM PLATE SECllON7 ~, .J 11 \ D L SIMPSON A35 I -SIMPSON A35 (Tl1IS IS A RECOMENDA 11 ON FOR CONSTRUCllON OF THIS FORM. ANY MA TERIAL OR CONSTRUCllON ME1110D MAYBE USED PROVIDED END PRODUCT MEETS 111E SHAPE AND DIMENSIONS OF 1111S DRA~NG.) UPSET WOOD BEAM r (SEE PLAN FOR SIZE) rrl la GARAGE ENTRY FORM DETAIL 5CALE: N.T.S. ~ MOUNllNG BASE SHOWN IN POSIllON SIMSPON META 16 I I !! ~ c 1\ / ~~l ~II ~ /.. ';,."., I . ,,~\',i.,. '."' ..".......~,'\. . . '1. :'~. .. ,',. " " ~ POURED CONCRETE BASE FOR \ l ~~~S~ h~~L~~~~8~~~~~~D-~ ~8TJ~~"0~B~~~N111~I~HBE~SE THIS DRAWING. GARAGE FLOOR. ~SIMPSON A35 ,SIMPSON I SP2 't' '1 , .. ,) ~SIMPSON A35 .......-- 1 ad NAILS @ 4" i ~ STAGGERED I NAILED INTO TRANSOM FRAMING ".;t- I '0 _2X4 P. T. .~;: PLATE , ..,)- TRANSOM OPENING I ~ , , 2x6 MOUNllNG BASE ~XBXI6 C.M.U. '.,:~ <::r GARAGE FLOOR - - PARTIAL INTERIOR ELEVATION 5CALE: N.T.5. I PLY'NOOD FASTENED TO TRUSSES 'M1l1 3d COMMON WiRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD / 7'-4" A.F.~. PRECASX REC SS LINTEL I FILLED #5 REB~ ~ DOOR OPENING MOUNTING BASE DETAIL SCALE: N.T.5. o SAMUEL A. GREENBERG, PE. #34245 o n-IUY l-t ~UYNH P E. #60122 o IRWIN J. BENSON, F.E, -4~l58 o ALl ABBAS ~AKIM, PE. #56l86 ,. MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL BELOW_.........J" SEAT FOR BLOCK IS ~ POURED IN PLACE CONCRETE~ ........ GARAGE FLOOR SLAB \ ~~~WMNt~AIHNOTES ...~ SLOPE FORWARD___ FOR DRAINAGE . ...,......'..::..'.....: I -SIMPSON SP1 I .; ~ ' I r;IMPSON 1/ A35 J.: : (9 <1 41", . SIMPSON A35 r/ I~l "- \ 2XB P 1. BOT+ P~ I \ 1 T L~NCHOR BOLTS @ 24" D.C. MAX. (MIN. (2) PER BOTTOM PLATE) "'1 ,,' I SIMPSON MET A 16 (UPLIFT CAP = 1500 LBS) LINTELS AT ENTRY DOOR W/TRANSOM NOT TO SCALE I FRAMING DET AILS ~ ABOVE ENTRY J FF \ NOT TO SCALE 52 ~ \!:V ~I '. SE'PlAN~ .,', DIMENSIONS !' TO THE BEST OF TI-IE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITI-I TI-IE FLORIDA BUILDING CODE, SECTION I~~%I FOR 12~ MPl-l 3 SECOND GUST, EXPOSURE '6' WIND ZONE (2001 EDITION). TI-IIS DRAWING AND DESIGN 15 VALID FOR 12 MONTI-IS AFTER THE DATE IT 15 SIGNED AND SEALED. SIGNED AND SEALED FOR TI-IE STRUCTURAL PORTION OF THIS DRAWING ONLY. / 2 x 8 BUCK - CONNECT TO BLOCK WITH SECTION .--3/16" x 3 1/4" TAPCON (1 1/4- MIN. EMBEDMENT INTO BlK.)~ -- B-B _do MAX. , 2'-0' 8' I... ~ I, BLOCK HEADER-~ SOLID BlKG. AT TOP l "" l l 1 X 4 FURRING "-.., \. BTWN. ARCH BlKG. & BUCK, "" I I I " '\ PROVIDE 2 x 8 DIAG. BRACE ~ ' ~ -~ \ 7 PROVIDE (2) MIN ~;;NO~:;;,~:'g~E~~E~4. " LEAVE A CUT OUT 'N O.S.B. / V ,V' ~~C~ON"' ~;)~f~~E 2 x 8 VERT'l ON THE INSIDE TO ALLOW FOR<.::::::::: ~ BRACE(S) ~ k1~ INSULATION TO BE INSTAllED - ~ ~~~ 1_ OF ARCH ~ 7/16" OSB BUilT UP PlWD. BUCK~ _ _ RCH PANEL SCRIBE (NOTCH) BACKSIDE TO ~-~, FIT ARCH CONNECT W/ 8d NAilS / "'-2 x 4 SOLID BlKG. ~FUll WIDTH OF WAllS) 5TART Cf ARC INSTALL WDW. SCREW / ~~~. c?SSII~~8H ~A x E~ wi (4) 10d NAILS 4' MAX RAP. ANCHOR INTO ARCH BlKG. PER INSTALLATION DETAilS TAMPA DIVlerCN DRAU.N B.v. N:/BLOCKS/STD 2001 GARAGE ENTRY FINISHED ~ MASONRY DETAIL I P \ SCALE: N.T.5. '\!:V 8d NAILS @ 8" O.C. AT BUCK , ~ D E DANSCO EN~INEERIN~, FA. P.o" eox ~ - APOLLO 6EAC44 - FLORIDA - 33&12 ~ - (813) 640 fZ>166 PAX - (813) 640 ~<aa e6 4&,,, @n1ESE DRA'II1NGS AND DESIGNS ARE n1E JOINT PROPERTY Of DANSCO ENGINEERING, PA AND n1E CUENT ON n1IS PRO-I:CT. ANY REPRODUCTION OR UNAUn10RIZED USE IS PROHIBITID. 2003 '" ~Alls8 A~E~: ~~D (2) 1 ad r & REV1SED 08-15-03 & CREATED 01-02-02 120 MPH 3 SEC. GUST eeAL '" \ eCALE NOTED DATE 12/12/02 LENNAR ~OMEe I START OF ARC 4' MAX. RAD. EQUAL EQUAL ~ \!V 62 1- ARCH DETAIL NOT TO SCALE 5ECTIONe, DET AILe, NOTEe ~ \... DE JOB NO. PM - S021 ) /iBACKNAIL W/ (2) 16d NAILS SEE STRUC1lJRAL NOTES AND NAILJ:%NG SCHEDULE FOR SHEA1l11NG DETAIL j2"x4" OU1l.00KER @ 24" O.C. / (OPTIONAL - SEE ELEVATIONS) .- ~./'c_ ' Di1 '0 /;1/ /~ I SIMPSON H10 OR EQUAL " / / \ @ EA. OU1l.00KER TOP CORD BLOCKIN [FOR FlRST FOUR ROWS - "-- r OF TRUSSES I) EDC S OF SHEATI-liNG TYPICAL DOUBLE TOP PLATE II". " / / ~ 24" MAX,I 7/8" srucco FiNISH PER ASTM C. 926 SI PSON LSTA12 @ EA. S D } APPL Y 3 LAYERS W/ TOTAL 1l1ICKNESS 7 /8" v~ OVER f~ETAL LA111. FIRST 2 ~YERS 3/S" --- -- '- 1l1ICK EACH. 3RD LAYER 1/S 1l1ICK. "\: 2"x4" PANEL BLO( KiNG @ 48" O.C. FOR 1l1E FIRST (4 ROWS OF TRUSSES FROM EA. END T'r . TOP & BOTTOM ATTACHED W/ (2) 1~ld TOENAILS , D(l1 I I 5/8" OR 1/2" CEILING DENSE~ GYPSUM WALL BOARD FASTENED 'Nllli Sd COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING YVlTH ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICAL J 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE bF ADJACENT TRUSS) 7/S" srucco FINISH PER ASTM C. 926 APPLY 3 LAYERS W / TOTAL 1111CKNESS 7/S" OYER METAL LA 111. FIRST 2 ~ YERS 3/S" 1l1ICK EACH. 3RD LAYER 1/8 111ICK. I ~SIMPsoj H10 OR EQUAL I @ EA. UTLOOKER I 24' MAX. I /l" BRACE TO EXTEND AT LEAST I 90% OF \^iEB LENGlli (SEE TABLE) ( 2"x6" P.T. SILLl I I ~ABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. I / 1/Z" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL ~ I ~ SHEA111ING ATTACHED WI 10d NAILS @ 6" O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED W/ (Z) 16-d TOENAILS \ I . I j / 10dx3"@ 3" O/C lliROUGH D(! I.. I / l' I 1\..~ /CHORD INTO Z"x6" P.T. PLATE Z"x4" "Tn ON TOP OF PANEL / ~J ~. BLOCKING, FASTEN YVlrH---.I -'1\: 10dx3" @ 4" O/C II MOISTURE BARRIER 5/8" OR 1/2" CEILING DENSE LLl1 GYPSUM WALL BOARD FASTENED / fi=lF? SIM~SO~ META20 OR EQUAL 'Nllli Sd COOLER NAILS OR 1 1/4" LONG @ 4 -0 O.C. TYPICAL DRYWALL SCREWS COMPLYING 'Nllli ASTM C100Z FOR FIRST S'-O" FROM END WALL @ 4" O/C TYPICAL SEE STRUCTURAL NOTES AND NAILING \ SCHEDULE FOR SHEA llilNG DETAIL + Dr'\. ~ D(! , I II ::\, II J TOP CORD BLOCKiNG FOR FIRST FOUR ROWS OF TRUSSES@ EDGES OJ~F S~HEA111IING TYPICAL 2"x4" CROSS BRACE II AT RIDGE FASTENED- .1 A T EACH JOINT WI'" (2) 10dx3" /TOENAIL W/ (Z) 16d NAILS rZ"x4" OUTLOOKER @ Z4" O.C. D(! . .F.' II'-IZ)' MAX. 2"x4" CROSS BRACE A T RIDGE FASTENED AT EACH JOINT WI ~I (2) 10dx3" 2X6 FRAMED WALL - SEE V WALL SECTION FOR SPACING ~ ~1/Z" CDX PLYWOOD OR 7/16" OSB SHEA111ING ATTACHED W/10d ~ NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD r-(2) 16d NAILS ~ ' . ~2"x4" BLOCKING I '!I.:~~/- Z"x4" "Tn ON TOP OF PANEL . BLOCKING, FASTEN 'Nllli , 1 Odx3~ @ 4" O/C lK f ~ 2e>'-IZ)' MAX 0/ ~X" BRACE SEE ~ f DET. J/S3 \ I ~< 2IZ)'-IZ)' MAX ./ /~ONTlNUOUS BOTTOM COR BRACING / ~"X4" MIN. (SEE DETAIL M S3) (j UJ END JACK ... )p I (j UJ " ~r-:- ,X - <( ~~ - '--" ~x~. ,<( ---- ~~ ~ I ~ - - - - ~"\ ~ I ---- ~ Cl~k :z ~ w ~ ____w as ~ <( I ----<.:)~ ~ I 't ... ,,~ <I: ~J \~f ~: ~ONTlNUOUS BOTTOM CORD BRACING rx4" MIN. ~/ ~~INIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCA TlONS) ~ "', "'" " ... ),<: 2) 16d PER JOINT Cl :z w Q.. :c ~r-:- ,x -<( ~~ -........, Ct W o Ct C3 Q. I ,<<J ~ Of- CORNER JAC ... ;" u ... '- V / / t>k ~r-:- ,X - <( ~::!: -........, 71 (j JJJ r--- ~x . ::.<(~ ~~r- .. ... .~ " t>k (j JJJ CROSS BRACING DETAIL 5CALE: N.T.5, fJ\ ~ NOTE: 1) SEE TRUSS MANUF ACllJRER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITlONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVlDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN fL\ AS PER HIB 91 5CALE: N.T.5. ~ ~ TOP & BOTTOM CORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES - UPLIFT CONNECTIONS - HfP FRAMING 5CALE: N.T.5, (;\ ~ 1/Z"0 ANCHOR BOLT @ 48" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"xZ"0 PLATE WASHER SECTION 5CALE: N.T.5. I \ 1 \ S3)" "= * USE SIMPSON META20 (OR BETTER) CONNECTORS (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) CONNECTORS @ FRAME WALLS & SIMPSON H5 @ HIP JACK TO FRAME WALLS. SECTION SEE STRUCTURAL NOTES AND NAiliNG SCHEDULE FOR SHEA1l11NG DETAIL \ (BACKNAIL W/ (Z) 16d NAILS -\ rZ"x4" OUTLOOKER @ Z4" O/C 7/S" srucco FINISH PER ASTIA C. 926 I . , APPLY 3 LAYERS W / TOTAL ll1ICKNESS 7/S"_______ + ~ ~A ~ ~ OYER METAL LAm. FIRST 2 ~YERS 3/S" --------.~ Ja ~ I 1111CK EACH. 3RD LAYER 1/S ll1ICK. . ~, 7l TOP OR B~KING FOR FIRST FOU ROWs-/ I SIMPSON H10 OR EQUAL OF TRUS S EDGES OF SHEA111ING TYPICAL I @ EA. OUTLOOKER 2"x4" CROSS BRACE I A T RIDGE FASTENED I 4" MAX) AT EACH JOINT WI I r"L" BRACE TO EXTEND AT LEAST (2) 10dx3' - I 90% OF WEB LENGl11 (SEE TABLE) 1 I ~ABLE TRUSS 1/1/Z"CDXPLYWOODOR7/16" I /6SB SHEA1l11NG ATTACHED WI 10d NAILS @ 6" O.C. EDGES AND 12' O.C. ~ I FIELD I /(2) 16d NAILS 1/ rSIMPSON HGA10@36"0.C. / Z"x4" "T" ON TOP OF PANEL I I'\: 7'1:tI'BLOCKING, FASTEN Wllli ~ 10dx3" @ 4" O/C ,. ~STUD WALL (SEE TYP. SEC.) - Ay ~ SIMPSON SPZ @ EACH STUD ~I 2x4 "T" BLOCKING 2 ,,~ x4 BLOCKING @ 48 O.C.~ I~ "L" BRACE 1- : ~ 16d ATTACHED W/ 10d NAILS ~~'_ @ 4" O,C. TYPICAL - --------~V J I V .,.. ......../ ./ ......... GABLE TRUSS WEs-I DOUBLE 'L' BRACING DETAIL ~ (1'\~. NAIL D r-j/ <:: ~ - ~ i ':iN N ~ . G.1 PRE-ENGINEERE~ . WOOD TRUSSES \ OVERLAP TRU55 6RACING A T LEAST TWO TRUSS SPACES ,g " ~-~ (() I -F' ! '1 ,', I SCALE: N.T.5. fS\ s37 ~ ~-, ,g j ~1 fr (2) 2" X 4" LAMINA llONS W/ (1) ROW OF STAGGERED 10d COMMON 'NlRE NAILS (D = 0.148", L = 3") OR EQUAL ~~~ fr (3) Z" X 4" LAMINAllONS W/ (1) ROW OF STAGGERED 30d COMMON 'NlRE NAILS (D = 0.Z07", L = 4 1/Z") OR EQUAL ~' is (3) Z" X 6" LAMINAllONS W/ (Z) ROWS OF STAGGERED 30d COMMON WIRE NAILS (0 = O.Z07", L = 4 1/Z") OR EQUAL 2"x4" PANEL LOCKING @ 48 FOR 1l1E FIRST (4) ROWS OF TRU FROM EA. END TYP. TOP & BOTTO ATTACHIED1f/ (2) 16-d TOEnAILS t t4 I I I DO I 5/8" OR 1/Z" CEILING DENSE ~ GYPSUM WALL BOARD FASTENED Willi 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING 'Nllli ASTM C100Z FOR FIRST s'-o" FROM END WALL @ 4" O/C TYPICAL ,I. , ~INIMUM (2) 16d PER .xlINT\ INIMUM 2"x4" TRUSS BRACING TRUSS BRACING OVERLAP DETAIL 5CALE: N.T,5, , 1 M \ S3 r 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" o.c.--;~ - "L" BRACE ~ I v- 16d ATTACHED w/ 10d NAILS ,-1 i~ @ 4" O.C. TyPiCAL.............. +In i ""---~^........../ ./ ......... GABLE TRUSS WEB~ NAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF lliE COLUMN z) ALL NAILS PENETRATE AT LEAST 3/4 OF lliE llilCKNESS OF lliE LAST LAMINAllON 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (z) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/Z" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PL Y) 6) REFER TO NDS SECllON 15.3 FOR ADDI1l0NAL INFORMATION DBL. S.P.F.TOP PLATE SINGLE ilL II BRACING DETAIL 5CALE: N.T.5. I 0 \ \ S3 r 5CALE: N.T.5. f4\ \EI ~ ~V fABLE TRUSS ~ "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE ,( ND LOCA 1l0N) (;\~ ~ '~ "~ ~ ~3 , "L" BRACE wi 10d @ 4" O/C 12 ~ r (SEE SCHEDULE FOR SIZE ?-7~/- ~ / ANDlDCATIDN) ,~ !;\ ....,~ ~ ~ I W / ~ ABLE TRUSS -=- TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ,/' 8 '\ 5CALE: N.T.5. \!:y SECTION I I I I I --f- - r2"x4" OUTLOOKER @ Z4" O.C. / W/ (2) 10d PER JOINT T .~ \21" RUNNERS 12" MAX. 12 // 7IM~-- r-- r ~ I fi:\ ~ fi:\ ~ :--.... .~'~ IL I 6RACING$ REQUlREMENT5 STUD I NO I (1) 2"x4" I (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"xS" #2 S,P.F. @ EACH VERTICAL AND (2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING I TOENAIL W/ (z) 16d NAILS / r10dx3" O/C @ 6" O/C TYPICAL / I + I - - '~ ':':':.:':':':':':':: ~: ':.:':':':':':':':':': .:.:':': ~:: .:.:':':': ,:,:,:,:,:,:.:,:.:,:,:.J::,:,:,:.: ':.:.:':':':' :':.:.:':':':':':':':.:: ~:~:':.:':':':':.:':':': ]::':.:':.:':':':':':.:.: l~::,:,:.:.:,:,:,:,:.: ':' J::,:,:.:,:.:.:.:,:.:,:: f:.:,:,:,:,:.:,:,:,:,:, :.:':':':': .:':':':':': ]::.:.:.:,:.: . . .. .. . .. . .~'. .. I . . . .. .. ... :..~. ... .. ........... :r;. . ..... . . .. .........." '.}"" ."" ... ...... . ..'~....... .. ... .. .'~r.'... ... .. .. :r. .. .. .. .. .. '.~.. .. .. .. . . . .. .......... ..~.... .. . I I I \ II II II II II II II I II I II \l II II II II II II II II T ~ONT. "BEARING II II II ~ n n rI 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 10dx3" NAILS @ 4" a/c. .~ .. '.1 If ~OOT ~R~OOLT~ ~: H l _I \ f1 '-STUDS g '6' D.C. ~SIMPSON HGA10 H ALTERNATE NON-DROP GABLE END DETAIL 5CALE: N.T.5. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WlND SPEED SPECIFlCAllON SIMPSON SP2 @ EACH STUD 5CALE: N.T.5. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WlND SPEED SPECIFlCA 1l0N 5CALE: N.T.5. D 5AMUEL A. GREENBERG, P.E. #3424S D Tt-IUY t-I. t-IUYNl-i, P.E. #60122 D IRWIN J. BENSON, P.E. #4Cj158 D All ABBA5 t-IAKIM, P.E. 4iS618b a.. ::c >. .a -'" co cD "l=' o - ~ -< C'.I - -l , C!:' , , . a.. :I: -----. ---- --.--' ---- ---- ---- ZX4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCA llON ATTACHED W/ Z-10d @ EA. TRUSS (NOTE: BRACING MAYBE PLACED ON EI111ER TOP OR BOTTOM OF 111E BOTTOM CORD) SEE STRUCTURAL NOTES AND NAILING \ r IBACKNAIL 1'1/ (z) 16d NAILS SCHEDULE FOR SHEAllilNG DETAIL rZ"x4" OUTLOOKER @ 24~ O.C. 1 D(! DJ. . . . I M I II n )ts. :t ~ "'-SIMPSON HZ.5 OR EQUAL TOP CORD BLOCKING FOR FIRST FOUR RO + @ EA. OUTLOOKER OF TRUSSES r EDGES OF SHEA111iN1 TYPICAL I ____ZX4 CONT"L" BRACE FASTENED W/ )./ (Z) 10d 3"@ Z4" O/C. CMID HEIGHT I ..........-ZX4 KICKER@ 8'-0" O/C. 2"x4" CROSS BRACE ~ ({ -1" AT RIDGE FASTENED I r"L" BRACE TO EXTEND AT LEAST AT EACH JOINT WI 1 90% OF \^iEB LENGlli (SEE TABLE) II (2) 10dx3" I I ./)~~MS~~D~~RWI: :LO~~ING .1 ~ , . ,v . ,(- ic.'f ,r{;ABLE TRUSS ~YPSUM WALL BOARD~ J : /~1/Z" COX PLYWOOD OR 7/16" OSB 2"x4" LEDGE (MATCH BOTTO /' SHEA111ING ATTACHED WI 10d NAILS @ 6" O.C. CHORD SLO OF ADJACENT I EDGES AND 12" O.C. FIELD SCISSOR SS) 2"x4" PANEL BLOCKING @ 48" O.C. r5 !: FOR THE FIRST (4) ROWS Of TRUSSES Iff: FROM EA. END TYP. BOTTOM CORD IllJk ATTACHED W/ (z) 16-d TOENAILS ~n=' 2"x6" P.T. SILL~ I ! I 1/Z"0 ANCHOR BOLT @ 48" O.C. ll1 "r" FT' GABLE TRUSS TRUSS VERTICAL & REVISED 08-15-03 ffi CREATED 01-02-02 /" TO Tl-lE BE5T OF Tl-lE ENGINEER'5 KNOWLED6E AND BELIEF, Tl-lE 5TRUCTURAL FLAN5 AND 5FECIFICATION5 COMFL'( WITl-l Tl-lE FLORIDA I3UILDING CODE, 5ECTION 1~~~ FOR 12~ MA-I 3 5ECOND GU5T, EXF05URE '6' WIND ZONE (2~~1 EDITION). Tl-l15 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-l5 AFTER Tl-lE DATE IT 15 51GNED AND 5EALED. 51GNED AND GEALED FOR Tl-lE GTRUCTURAL PORTION OF Tl-lIG DRAWING ONL '(. .... o .- 12 7 I MAX. I 3 &3 ~~.~.~~~ II~~ ~ I SCISSOR TRUSS ~ co cD u > cD "0 l- L.--- ~~ j2X4 LEDGER I ~"PSON lSTA12 fll'. ~~I ~~ '- ~ ~ l~t---- --- r-=: ---- ~ ---- =::.:: -:; ........ ~~ ~~~~ I ~ -- j:. - - --...- - - 'i.,i .:;: ;::!; ~ (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE DIAPHRAGM BLOCKING _ -@ 48" o/c ~ -or t~ - . <l) .., , C t.2I , co '(I) ,0 a.. :x: WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCA TlON 5CALE: N.T.5. SECTfON ~OISTURE BARRIER SIMPSON HETA20 OR EQUAL @ 6'-0" O.C. TYPICAL ALTERNATE SIMPSON LST A 18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WIlli GABLE WEB. ATTACH TO TRUSS W/7-10dx1 AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. AS PER HIB 91 f1\\ 5CALE: N.T.5. S3 120 3 SEe, MPH GUST D AN5CO ENGINEERING, FA. p.o. sox 3400 - APOLLO eEACH - FLORIDA - 33&12 ~ - (813) 64& (2)166 FAX - (813) 64& %ca& e6 4&1(2) fC\ 111ESE DRAWINGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, PA AND 111E ~ CUENT ON 1111S PROvECT. ANY REPROOJC1l0N OR UNAU1l10RlZED USE IS PRa1IB1TED, - 2003 DE "'" , "CO I.... 10 -'" U , <0 a.. , - , .- cD ':. , cD ::c =--- ~~ r:--, '1 \. I ~COSMEllC DROP CEILING FRAMING SCISSOR GABLE liT' BRACE - STUDS @ 16" O.C. SCISSOR TRUSS WI DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCAllON 5CALE: NT5 1/Z" 6EAL..~ \ ecALE NOTCD DATE 112/(2)2 LENNAR ~OMEe TAMPA DIVl81CN DRAU.N B.v. N:/BLOCKS/STD 2001 , .. , .. <0 ~ 5CALE: N.T.5. I 2 \ \ S3 r ~ TRuee 6RACING DET AILe AND NOTE5 \.. DE JOB NO. PM - 5021 &3 ~ FIGURE 1: FLASHING INSTAllATION \./ALL SHEATHING ~ ASPHAL T SEALANT: EXTEND MIN, OF 611 OUTSIDE OF FLASHING RICKET AS SPECIFIED BY PLAN FLASHING INSTAllATION ~HERE ROOF MEETS VERTICAL ~ALL GAL V, MTL, ILl FLASHING '" '.D :z ~ L DDF SHINGLES ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCA TIONS) VERTICAL ~ALL AT ENTRY TEXTURED, PAINTED EXTER, ~F\LL FINISH 6' X 18' 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 KNEE~ALL 6' X 18' H GAL V, FLASHING CONT, ~ z I V? <[ -I u... f- Q:: W > Co - SEALANT ELASHING ~ DDFING FELT NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL 'WALL INTERSECTIONS 'WITH ROOF V ALLEYS 8x ROOF CRICKETS, 6' HORIZ, FLASHING FIGURE 2: WAll FINISH ELASHING I2ETAll AT CRICKET/KNEEWALL INT~ECTION FILEREF: (SD4)KNGSTN,FLSHDET ISD (NO SCALE) TEXTURED! PAINTED EXTERIOR 'WALL FINISH 6' HIGH DIVERTER a.. FLASHING ::r:: >. .0 ~ co cD ~ 0 - ~ -< .... 0 - ~ .... ~ . co a) c> > cD '0 N ~ ~ , a.. ::r:: '0 .... <IS ~ c> d Q.. I - - cD :. cD ::c <lit <SO ,g - cD .., c a co cD 0 a.. :c HOLD EXTERIOR FINISH 28 ABOVE ROOF FLASHING PROPER INSTALLATION MAX. 8" o #5 REBAR (TYP.) o sm. 90' HOOK (TYP.) SEAL NT LI -NAIL SHINGLES ~ I 11 DR 12 GAUGE ROOFING NAILS, 3/8' MIN HEADS, 6 PER SHINGLE. NOTCH 'M::B AT THE FIRST 2 COURSES f5 o FILLED CELL PER FOUNDA TlON PLAN o ~~ ~~ ~~ ~~ ~~ ~~ >- 0:::: Z o c.n <[ :::::E u.. o EXI5TING U-6LOCK WI I tS CONT. <,:>'0\(\9}~S () \'0e o.'y...e e;'(\ l\3 t.,'j..\e(\\'0e f \ \/'(.: \S O\jef S o.'O?~ eej.r:;;;e3/ b,1 eo.\j\~ ej.f~'oOI..l\ f\? f-f-I 'ej. of, ~ (\0 0: l..I%,e f-~I' ~<,:>eej., ~\'J.r:;;;e \S SHINGLE DETAil , , ,," ,," , UNACCEPTABLE IN5T ALL TION ,," DO NOT DO T~15 , , , #5 REBAR (TYP.),," ,," ,," , "fm. 90' HOOK (TYP.) 4' 6 TO 12' PER PLAN SPEC'S, Cut 2' (SO ,~?) r~!l\l'f oVM~er NOTE: IF RETROFIT FILLED CELL OR UPLIFT 5TRAP CONDITIONe EXCEED (,3) PER PROJECT, CONTACT EN~INEER OF RECORD FOR ADDITIONAL I N5TRUCT I ON. OOFING FEL T w U <[ u.. f- :::) u 3: <[ . c.n DRILL 'lI'XS' MIN. OOLE 5ET 6AR IN EPOXY CAP TO A<EYENT LEAKME ~X~'EM6EDDED INTO EXISTING U-6LOCK LINTEL FILL CELL RILL l-IEl~l-iT WI NON-5l-iRINK GROUT ~X6'EM6EDDED 'NTO EXISTING FOOTING N.T.S. DRIP EDGE SECTION 5CALE, NT5 CD FIllED CEll INSTAllATION 5CALE: N.T.~. 4"t 5AUJCUT PRODUC T CONTROL NOTICE OF ACCEPTANCE MIAMI - DADE COUNTY, FLORIDA MAUFACTURER - G S ROOFING PRODUCTS COMPANY, INC. D 5AMUEL A. GREENBERG, PE. "3424S D T~UY ~. ~U'YN~, P E. ~0122 D IRWIN J. BEN50N, PE. .4~1S8 D All ABBA5 ~AKIM, P E. ~b 18b & REVlSED 08-15-03 ffi CREATED 02-27-02 120 MPH 3 SEe, GUST D E DANSCO ENGINEERING, FA" P.o.60X 3400 - APOLLO 6E~ - flORIDA - 33512 ~ - (813) 645 0166 FAX - (813) 645 <36~ Et::Il. .A atA\ f(\ TIj[SE DRA'MNGS AND DESIGNS ARE TIjE JOINT PROPERTY Of DANSCO ENGINEERING, PA, AND TIjE "" ~ IV \(::)CUENT ON TIjIS PROJECT ANY REPRODUC1l0N OR UNAUTIjORIZED USE IS PROHIBITED, - 2003 EXISTING FOOTIN~ UPLIFT CAPACITY . S~ FOR I 5TRAP PRODUC T ACCEPTANCE # EXPIRATION DATE: . I~S~ FOR 2 5TRAP5 FiREHAL T 2000 01-0503.03 06 I 14 I 2006 1-PL"" PRE-ENGINEERED iRU05 FlREHALT 2000 AR 01-0503.03 06 I 14 I 2006 LANDMARK 30 01-0503.03 06 I 14 I 2006 '" 51MP5ON l-NS 5TRAP LANDMARK 30 AR 01-0503.03 06 I 14 I 2006 LANDMARK 40 01-0503.03 06 I 14 I 2006 (4) 50S 11I'xlV2' 01-0503.03 06 I 14 I 2006 LANDMARK 40 AR TO Tt4E 6EST OF Tt4E ENGINEER'S KNOWLEDGE AND 6ELlEF, Tt4E STRUCTURAL FLANS AND SFECIFICATIONS COMFL'r' WITt4 Tt4E FLORIDA 6UILDING CODE, SECTION 1~0~ FOR 12el MFt4 3 SECOND GUST, EXFOOURE '6' WIND ZONE (2001 EDITION), Tt4IS DRAWING AND DESIGN IS vALID FOR 12 MONTt4S AFTER Tt4E DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR Tt4E STRUCTURAL FORTION OF Tt4IS DRAWING ONL'r'. LENNAR ~OMEe DRILL. 'lI'X&' MIN. ~LE &ET 6AR IN EPOXY FfGU 3: CO FLASHING INSTAllATION , '. I":-~~ ~::, eCALE NOTeD DATE 2121/02 TAMPA Dlvl810N DRAU.N BV. N:/BlOCKS/STD 2001 N.T.S. RETROFIT FILLED CELL DETAIL N. T .s. FRAMING CONNECTIONe 6 EXT" WALLe DE JOB NO. PM - S021 83.1 SCISSOR TRUSS >- z 6 J / / / / / / / / / / IX // / / / / / / 1/4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS ~J ~J ~" " /. 2" x 4" RAT RUN BRACING@ ___ "---"/ /,24" O.C. ON TOP OF BOTTOM ,./,./ ~ "" CHORD FOR (4) TRUSS SPANS v ,./ ,./ " " ~ '" A TT A C H ED W / 2 - 1 6 d @ EA C C ,./ ,./,./ /" TRUSS JOINT --- --- " " ,./ "- /' " / " 2" x 4" BLOCKING END NAILED ).A-- W/ 2-16d @ 24" O.C. (MAX.) III -- ~l ~t--- 2" X 4" BLOCKING (TURNED .,' FLAT; NAILED TO TOP PLATE '" W/ 5-10d NAILS REFER TO SECTION 1 A ON SHEET S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION 1---- ~v SCISSOR TRUSS REFER TO SECTION 1 A ON SHEET S5 FOR X-BRACING, AND TOP ) CHORD BLOCKING INFORMATION " " TRUSS " " ~ 0::: ~ o o o o 5: -.J 0... 0... c::( -.J SIMPSON A44 W / 8- 10d @ 48" O.C. :t<l ( ~ WOOD FRAME EXT. WALL " ~ SIMPSON SP2 @ EVERY OTH ER STU D x r,-; 1/4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS ...-t--- ____________ ~ -I---- SIMPSON A44 W/ 8- ~ 10d @ EACH TRUSS l -------------- WOOD FRAME EXT. WALL ---------------, -- S IMP SON S P 2 @ " EVERY OTHER STUD 1/2" NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS @ 4" O.C. BOUNDARIES, 6" O.C. ~ EDGES, & 12" O.C. FIELD lr ~ 2x8 STUDS AT 1 6" O.C. ______ f.,.--- " --{-' --- SIMPSON SPl @ ..-- -(; ~ EVERY OTHER STUD .. __--- K.O. BLOCK W/ (1) ~ ---. #5 CONT. & FILLED c- tV H~Y. ~ ~ = I ~ 1/2" DIA. x 8" "J" BOLT @ ~ = 48" O.C. W/ 2" DIA. x 3/16" r- - PLATE WASHER (TYPICAL) ~~ ~~ 1" I ~ x 2" P.T. FURRING STRIP c- f- - I- - f- - f- - - - - - ~ 1/2" DIA. x 8" "J" BOLT @ t: 48" O.C. W/ 2" DIA. x 3/16" f- PLATE WASHER (TYPICAL) r- ~ ~ 1" x 2" P.T. FURRING STRIP f- f- ~ f- ~ ~ f- f- ~ ~ WOOD FRAME EXT. WALL ~ SIMPSON SP2 @ ~ EVERY OTHER STUD ~ lr ~"---. 2x8 STUDS AT 16" O.C. tv-- x "-- 1 / 2 " NOM I N ALP L YW 00 D 0 R ..-- IV ~ O.S.B. NAILED W/ 8d NAILS @ / b 4" O.C. BOUNDARIES, 6" O.C. '. ~ EDGES, & 12" O.C. FIELD SIMPSON SP 1 @ EVERY OTHER STUD f---i f- th ~ "'- 2x8 STUDS AT 16" O.C. f'..-.--- ~ SIMPSON SPl @ ..--i'J ~ ~ EVERY OTHER STUD ."/K.O. BLOCK W/ (1) '-0 #5 CONT. & FILLED ~ f- --1 "i ~ .,. 1/2" NOMINAL PLYWOOD OR O.S.B.------- NAILED W/ 8d NAILS @ 4" O.C. tv-- v BOUNDARIES, 6" O.C. EDGES, ~ & 12" O.C. FIELD x c::( ::E a I In - ~- - - ~ f-- ~ f-- - - - f- K.O. BLOCK W/ (1) #5 CONT. & FILLED MASONRY WALL (DESIGNED AS CANTILEVERED)- - - - - - - - - - MASONRY WALL (DESIGNED AS f-- ~ f-- ~ CANTILEVERED) ------ f- ~ ~ ~ f-- f- - - - - - f- f- :- 1/2" DIA. x 8" "J" BOLT @ 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) ; 1t/ /" f-- f- f- f- - - - - 1" x 2" P.T. FURRING STRIP - - - - NON-BEARING EXT. KNEE -WALL I SCALE: 3/4' . 1'-0' , -=- B\ 55 J Sl{t;V MASONRY WALL (DESIGNED AS CANTILEVERED)- l- f- l- f- NON-BEARING EXT. KNEE-WALL ~\ ~ t:.. I SCALE: 3/4' = 1'-0' v';./ ~l{/V NON-BEARING: EXT. KNEE-WALL I SCALE: 3/4' = 1'-0' \ A \ SB I ""===""' WOOD TRUSSES 8d @ 6"0/C J/ 2 x 4 BLOCKING W/(2) 10d TOE /NAILS @ EACH END @ 24" O/C (TYP) BRACING W/(3) 10d x 3" @ EACH CONN. @ 24" O/C 11[\" / ~ IX 24' MAX tx1 1 /' ./ r" ./ r- , '.. x/ / T WOOD TRUSSES SIMPSON A34 CONNECTOR ~.:>'..~~ I r-2x4 Rf.'T RUN BRACING W/4-8d x 1 1 \2" INTO BLOCKING"" ~",," ')/ AT 24 O.C. ON TOP OF & (2) 3/16"xl 3/4" TAPCONS INTO f'.. ./ /" BOTT. CHORD FOR 4 PRECAST (NOTE: MAINTAIN MIN. ~ 0jUSl ~p~~J :TTT~fH~~USS 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. ~ ~~r----- MASONRY WALL f- - WB W/ 1 3/8" DRYWALL NAILS OR :-- DRYWALL SCREWS 7" O/C CEILING ~ ~~ARCHITECTURAL FINISH & 8" O/C WALLS f-L ~- _c-_~ __ REFER TO SECTION 1 A ON SHEET S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION ,...SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS " x '. r2X4 , OUTLOOKER @ 24" O.C. IL I BRACING REQUIREMENT6 /"4:;,OMIN IX~ "- X \ ~ X X / ~ ~ TOP CORD BLOCKING FOR FIRST FOUR ROWS J IX ( ~~~~ __ OF TRUSSES@EDGESOFSHEATHING IT'PICAL ~ TOENAIL W/ (2) 16d NAILS ~ rr2 x 4 "T" ON TOP OF PANEL ~ ~~ II .____" BLOCKING, FASTEN WITH : .......-1/2" COX PLYWOOD OR 7/16" OSB ......r-- ............,. I I I ~ ~ I I I I I 10d x 3" @ 4" O/C I~ SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. R~(\ I I lx]', I I ~~11/~' ~ i EDGES AND 12" O.C. FIELD '--4:;,oMIN ~ I v-GABLE TRUSS ~ !I~ CEILING - X RIDGE I V-'l" BRACE TO EXTEND AT LEAST ::::~ 2 x 6 P.T. ,.y 90% OF WEB LENGTH (SEE TABLE BELOW) INTERIOR HIP VAULT; - ~ SILL ~ 6: 12 SLOPE CENTER I AND 3: 12 SLOPE SLIDES. X I :::: -~ 10d x 3" @ 3" O/C THROUGH J V CHORD INTO 2" x 6" P.T. PLATE 5/8" OR 1/2" CEILING DENSE "- IV k [,...-- PLACE SHEATHING GYPSUM WALL BOARD FASTENED .. FLUSH W/ MASONRY. WITH 8d COOLER NAILS OR 1 1/4" I' . '... LONG DRYWALL SCREWS COMPLYING ~l', ~ \. WITH ASTM C1002 FOR FIRST 8'-0" / ~ MOISTURE BARRIER. FROM END WALL @ 4" O/C IT'PICAL :- ~ ~ USP LTPA @ 48" O/C (IT'P.) :- ~ f- ~ 1/2" DIA. BOLT @ 24" O.C. "- "- MINIMUM 6" FROM PLATE SPLICES W/ 3/16" x 2" DIA. PLATE WASHER SIMPSON H10 OR EQUAL, @ EA. OUTLOOKER \ 2 x 4 CROSS BRACE AT RIDGE FASTENED AT EACH JOINT W/ (2) 10d x 3" END ...7 IX ...7 IX p D ..... - 0 - .- u , ::) ~ (,) . ~ ".,. ~ UlSi! :. CI ' . Cl) o 0 ." (,) ... - ... > ..J <D - "0 I (:\J L.._ . -I I.JC!' ....I . !)Q.. Z::l: f) '0 ~~ 1...:.1: ~ ~ - Q.. - , c- o(- i!: <D l!:- U :. ...I Cl) -:x: III IlItSt ~ OS>> co ::l - -- SiMPSON A34 W/4-8d x 1 1/2" INTO BLOCKlr~G & (2) 3/16" DIA. x 1 3/4" TAPCONS Ir~TO BOND BEAM.(l 7/8" EDGE DIST MIN.) / ., ___ 2 x 4 @ 24" O.c. -2 x 4 NON-STRUCTURAL FRAME KNEEWALL ~ 2 x 4 P.T. ""'- MOISTURE BARRIER ~ ""-BOND BEAM ~ MASONRY WALL .--- 4.2R INSULATION 2 x 4 PANEL BLOCKING @ 48" O.C. ATTACHED w/ (2) 16d TOENAILS INTO BOnOM CHORD. EXT. WALL CONN. -a) NON - LOAD BEARING: LOCATION 4 REFER TO DETAIL AI51 FOR MORE INFO. SCALE: 3/4' = 1'-0' , D \ 5B I ~ :c :) a.. ~ :x: so so >. :-..I .c :-..I ...: ~ <0 .. <D ;;1) '0 D 0 .. - n ::lI ....< IX \ IX ::l '" EXT. WALL CONN. 'Gj) NON - LOAD BEARING LOCATION i E \ REFER TO DETAIL AI51 FOR MORE INFO. N.T.S. \ 55 J \l AL T. 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) t'xs" #2 S,P,F, @ EACH VERTICAL AND (2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING D SAMUEL A GREENBERG, P E. i3424S D T~U"( ~. ~U'YNH P.E. #60122 D IRWIN J. BENSON, P.E. .4~1S8 D All ABBAS ~AKIM, P E. #56186 LATERAL CAPACITY (157 PLF) ~=45~ -65~ r Dr DAN6CO .E.. ENGINEERING, FA. p.o. eox 3400 - AP01.1.0 BEAQ.4 - FL.ORJDA - ~~&'2 ~ - (el~) 645 ~166 PAX - (el~) 645 ~~ E6 AII!l.I'" f(\11-IESE DRAWlNGS AND DESIGNS ARE 11-IE .KlINT PROPERrY Of DANSCO ENGINEERING. PA AND 11-IE "'f';;il' - ~CUENT ON 11-IIS PROJECT. ANY REPRODucnON OR UNAU11-IORlZED USE IS PROHIBIITD. - 2003 "'"\ NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF 2) "L" BRACE TO BE FASTENED TO GA8LE STUD WITH 10dx3" NAILS @ 4" O/C. GABLE END DETAIL A T ~IP V AUL T II j SCALE: N.T.S. F S!? ~ }f ffi CREATED 01-02-02 120 MPH 3 SEe, GUST GABLE. ~ = TO TI-lE BEeT OF TI-lE ENGINEER'e KNOUJLED6E AND BELIEF, THE eTRUCTURAL PLANe AND ePEClflCATIONe COMPL'r' WITI-l THE FLORIDA 6UILDINU CODE, eECTION 1~0~ FOR 120 MPI-l 3 5ECOND GUST, EXPOOURE '6' WIND lONE (2001 EDITION). THI5 DRAUJING AND DE51GN 15 vALID FOR 12 MONTI-l5 AFTER TI-lE DATE IT Ie elGNED AND OEALED, 51GNED AND 5EALED FOR THE 5TRUCTURAL PORTION OF THle DRAWING ONL'r'. eEAL. ~ eCALE NOTCD DATE 112/02 LENNAR ~OMEe TAI'1PA DlvlelON DRAUN e.v. N:/BLOCKS/STD 2001 .. Q.., -"""'.r.~..-r .,tf- -r..,.. .~'.,J '0&. ....-:-'.... 't,..~;h'r-,,;..;~', ,'~' ,....-.~_.s;",......,.,."~~..~"Jo......~~.;i'_-..:~,~::.a~!l>'.~T':.J'Uli!t:o:'AJ:4ir-.'r..;Jiif.ttivrP'-'i7t~a'l'j:-biky~'~"?~'lf'~."...;tA:~~~~_~4:iiea.~"~'r~~:.:f'6'.-.:,~1W~:d?:I.~-~r~'ltiit"!.l!:1.~~",...J1J..__, ",,"N ::If.flf"~ ~.~r***~:.d..'i~.P!'~:w.::~~~~::'-..A.~~~~.~-iifr~.~;!!:,;:.f~'i!l&'":-"rt~~f'i"-Y-"~~~'~~.~_.P!f:~ __ ~ FRAMING CONNECT lONe 1i) EXT. WALLe " <D - ..., " c .::: CI s-; ..J Cl) aa ,~ "- DE JOB NO. PM - 5021 && _~!PL.r-~...t".I'~i ~~~-r.a..E-#U ~._"'StN'.::f'!lEI!'lH'~, __ OJ 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN Wllli 10dx3" @ 4" O/C . .--VERllCAL WEBS @ GABLE END ~ ARE @ 16" O.C. 2x4 PANEL BLOCKING @ 48. O.C. ~ 1/2" CDX PLYWOOD OR 7/16. OSB FOR lliE FIRST 8'-0" OF END WALL ~ ~ ~~~~~~~ ~tA~~~DFI~~'Od NAILS @ 5" O.C. FROM EA. END TYP. BOTTOM CORD ~: ATTACHED W/ (2) 16-d TOENAILS \ 2) l5d, ONE ON EACH SIDE OF "j BLOCKING , / / .- (2) l6d I D( / I .. I I I' I ~n ~ -:t :",--DBL. 2X4 HEADER -- '" SIMPSON H10 ~:: : OR EQUAL SIMPSON SP2 /' ,/' OR EQUAL ~ 2X4 W/ (4) 10d .- AT EACH END ! . 2,6 P.T. SILL PLATE ~ W/ 1/2. DIA. BOLT @ 48" 2X4 SPF FRAME WALL...../'" O.C. & 6" FROM PLATE STUDS@ 16" ~.C' SPLICES W/ 3/16" MAX. x 2" WASHER SIMPSON SP2 OR EQUAL 1/ DBL. 2X8 W/ 1/2. PL YWD. FLITCH PL. W/ SIMPSON LSTA18 I I (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d INTO DBL. 2X8 ON EACH SIDE OF WINDOW /TOENAIL W/ (2) 16d NAILS r2x4 OU1l..00KER @ 24. O.C. '1 M 1~5' 0 1\"MPsoi H10 OR EQUAL W @ EA. U1l..00KER 24' MAX. ..,.....-.L" BRACE TO EXTEND AT LEAST X ~ 90% OF WEB LENGlli (SEE TABLE ON SHEET <l S3) ATTACHED W/ 10d NAILS @ 4" O.C. r: ~ I SEE STRUCTURAL NOTES AND NAILING SCHEDULE I FOR SHEAllilNG DETAIL ~ C~ [4 r r ."-11 / TOP CORD BLOCKiNG FOR FIRST FOUR ROWS J OF TRUSSES @ EDGESZ~ ,SHE.An-tl~G TYPICAL 2x4 CROSS BRACE ~ I @ 48" O.C @ EACH JOINT " W/(2) 10dx3. / TOENAIL W/ (2) 16d NAILS / r 2x4 OU1l..00KER @ 24" O.C. t4 . .F:' SEE STRUCTURAL NOTES AND NAILING SCHEDULEIFOR SHEAllilNG DETAIL ~ t. ~ N I II' ,"- II / TOP CORD BLOCKING FOR FIRST FOUR ROWS J OF TRUSSES @ EDGESJ~OF~SHEAl1-lI'NG TYPICAL 2x4 CROSS BRACE @ 48" O.C @ EACH JOINT W /(2) 10dx3" " / TOENAIL W/ (2) 16d NAILS /2x4 OUTLOOKER @ 24" O.C. . .F. [4 ~~ SIMPSON "'0 OR EQUAL I I- @ EA. OU1l..00KER I I 14' MAX. I I I I _____VERllCAL WEBS @ GABLE END ~;~ ~~E~IRBSLTO~~~NO~ ~F4~~DO'~ALL ~ :1/ ,/ ~l;:~;GX:~~;;'~~/~~/,^i~' OO~.80C FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED,W/ (2))6;d TOf~AILS. I ..........(2) 16d, ONE ON EACH SIDE OF"j BLOCKING TM I.. iTM r' I I .......t1 '" ~ ..........~DBL. 2X4 HEADER 2x4 "T" ON TOP OF PANEL 7 SIMPSON H~/O / : :1: SIMPSON DTC@16.0.C.W/(2)8d BLOCKING, FASTEN Wllli OR EQUAL 10dx3. @ 4" O/C / I TO BOTTOM OF GABLE & (4) 8d INTO SIMPSON SP2 / I /2 x 6 SILL PLATE . 2:: ~~U(:~ 10d L---:- ~J " ~~T EACH END ,/ ~ '-C.J. SiliCON 1/'" GAP ~ ~_ KNOCK-OUT BLOCK W/ (1) #5 CONT. ~ (1) SIMPSON H3 2x6 P.T. SILL PLATE ---- 2X4 SPF FR~ME WALL 'I..;! ILl w/ 1/2" DIA. BOLT @ 48. STUDS @ 16 O.C. . J I O.C. & 6" FROM PLATE ~AAX. -, SPLICES W/ 3/16. 2X8 P.T. W/2 ROW'S OF 3/l5.~ - - l I x 2" WASHER x2 1/4" TAPCONS @ 12" O.C. (MAX.): I I (1) ROW 2X BLOCKING@!:;S ll~ MID-HEIGHT FOR WALL I I HEIGHT < 8'-6" AND (2) ~ I, I c3 ROWS @ 1/3 PTS. FOR de. b:::::!: 2X4 P.T. W/ 1/2.0 "J" III WALL HEIGHTS> 8'-6" 1J r: / BOLTS@24"0.C. SIMPSON SP1 T 1=+ OR EQUAL.~ I' I SEE SECllON A/S1 FOR TYPICAL SEE SECTION A/S1 . leA 4 FOUNDATlON AND BLOCK WALL FOR SLAB DE1$. \ l i ] / _ DETAilS ~-=~ ~~~ ~.~ .~~ /~~ ~.~ /~~~~0<<' '<'"'>>>25~~''' SEE STRUCTURAL NOTES AND NAILING \ SCHEDULE FOR SHEAllilNG DETAIL I ~ [4 , I 1."- II j TOP CORD BLOCKING FOR FIRST FOUR ROWS Of mUSSES 0 EDGES~NG WICAl 2x4 CROSS BRACE @ 48" O.C @ EACH JOINT '" W/(2) 10dx3" .L" BRACE TO EXTEND AT LEAST X __ 90% OF WEB LENGlli (SEE TABLE ON SHEET S3)~ ATTACHED W/ 10d NAILS @ 4" O.C. ~ ~ . 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN Wllli 10dx3" @ 4. O/C I I~ SIMPsoi H1 0 OR EQUAL I @ EA. UTlOOKER I 124' MAX. I "L. BRACE TO EXTEND AT LEAST X I L---- 90% OF WEB LENGlli (SEE TABLE ON SHEET <l I S3) ATTACHED W/ 10d NAILS @ 4. O.C. ~ I I .--VERllCAL WEBS @ GABLE END ~ ~ ~ ARE @ 16" O.C. OJ ~ II ~ 1/2" COX PlYWOOO OR 7/16" OS8 I v SHEAll-lING ATTACHED WI 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD \ ~I ~2) l6d, ONE ON EACH SIDE OF "j BLOCKING . I ...__DBL. 2X4 HEADER I ~~1 "": ~ __ ~ I SIMPSON H10 ~. . . OR EQUAL SIMPSON SP2'2Ji; - .0 OR EQUAL i I I I 2X4 W/ (4) 10d AT EACH END . ~--- . 2x6 P.T. SILL PLATE - I n ~ C.J. SILICON 1/4" GAP W/ 1/2. DIA. BOLT @48" _ O.C. & 6" FROM ~LA TE /j 11 KNOCK-OUT BLOCK W/ (1) #5 CONT. SPL~CES W/ 3/16 2X4 SPF FRAME WALL-./ j ~ II I x 2 WASHER STUDS @ 16:"~'C' ItJJ ~V- CONC. LINTEL W/ (1) #5 CaNT. MAX. ~ 8 SIMPSON SP2 I J1 OR EQUAL ~I DBL. 2X8 W/ 1/2. PL YWD. FLITCH PL. W/ SIMPSON LSTA18 I L (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d .l:..r INTO DBL. 2X8 ON EACH SIDE OF WINDOW f\' 2X4 P.T. SPACER I V I I -I I w w OJ 2x4 PANEL BLOCKING @ 48" O.C. FOR lliE FIRST 8'-0. OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOf~AILS I / / II IDa/I.. I 1[4 1'1 a X ~<{ 'x: 11) SIMPSON DTC @16" O.C. W/(2) 8d ./ TO BOTTOM OF GABLE & (4) 8d INTO .. .......... 2x6 SILL PLATE l':: . ,n 8 "'-c.J. SILICON 1/4" GAP in KNOCK-OUT BLOCK W/ (1) #5 CONT. Fry~ONC. LINTEL W/ (1) #5 CONT. 8 a ~ X '<{ 11) x: SIMPSON DTC @16"0.C. W/(2) 8d TO BOTTOM OF GABLE & (4) 8d INTO 2 X 6 SILL PLATE ~ X .<{ 11) x: 2X4 P.T. SPACER I- ~ MANUFACTURED WlNDOW W/ FRAME. SEE DET. B/S2 FOR HEADER & SILL DETAILS MANUFACTURED WINDOW W/ FRAME. SEE DET. B/S2 FOR HEADER & SILL DETAILS - N SEE TYPICAL GABLE END BALLOON FRAME DETAIL FOR FRAMING DET- AILS BEYOND WINDOW (SEC. A/S6) j : I I : I T,l~ I : II I MASONRY WALL (DESIGNED I I II I AS CANTlLEVERED) I I II II ____RE-BAR BEYOND - SEE FILL CELL ];-11. V-- ON PLAN -111:11 I I 2X4 P.T. W/ 1/2"0 "J" I I : II :1/ BOLTS @ 24" O.C, I I II I I : l! ~ SEE SECllON A/S1 FOR TYPICAL I I, :Z-FOUNDAllON AND BLOCK WALL SEE SECllON A/S1 I 1..(.1 T DETAILS FOR SLAB DETS.\ lJ I:: I ?=- -= ~II I h-- ~~~ J~ I ~<<~ '<<('<<("-0 '5;;J ,,'<<('<~'" />;-'>%""~~ /~~ ~~~ <<<<<~ ~/ /~~~~~0'l' '<''''>>>25~)0)'''''' CONC. SILL X -<1: r: a ~ I 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WlNDOW OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER lliAN 36.) CONC. SILL X -<1: r: a ~ . 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW OPENING (DBL. 2X4 EA. SIDE FOR WlNDOWS WlDER lliAN 36.) MASONRY WALL (DESIGNED AS CANTlLEVERED) X <l r: ~ I - N 2X4 TOP PL. ,/ II I iJ ./ 111 MASONRY WALL (DESIGNED 2X4 P.T. SPACER ../ II I AS CANllLEVERED) ~! ____ RE-BAR BEYOND - SEE FILL CELL L/ I ~ ON PLAN 2X4 SPF FRAME WALL STUDS @ 24" O.C. Uti MAX. mIT 2X4 P.T. SPACER ~ uL 2X4 P.T. W/ 1/2"0 "J"~ rrilTl BOLTS @ 24. O.C. m4 SEE SECllON A/S1 FOR TYPICAL WL t2= FOUNDAllON AND BLOCK WALL SEE SECllON A/S1 II DETAILS FOR SLAB ~ETS. 1 ;. III I {==~J II ~~~~0~ ~. 0- I ~ ~"0~ ~ ~~~~ )~~~ r-~ ~~~ <<<~ ~/ /~y/)"0:~0~<< . '<'"'>>>25~~''' - N NOTE: NOTE: NOTE: SEE SECllON D/S1 FOR FRAME TO MASONRY WALL CONNECllON @ ENDS OF BALLOON FRAME WALL SEE SECTION D/S1 FOR FRAME TO MASONRY WALL CONNECllON @ ENDS OF BALLOON FRAME WALL SEE SECllON D/S1 FOR FRAME TO MASONRY WALL CONNECTlON @ ENDS OF BALLOON FRAME WALL TYPICAL ALTERNATE BALLOON FRAME 'Cil GABLE END , A \ NOT TO GCALE '56 I AL TERNATE BALLOON FRAME 'Cil NIC~E WALL DEGIGN GABLE END OvER WINDOW (;;\ NOT TO GCALE ~ AL TERNATE BALLOON FRAME 'Cil GABLE END OVER WINDOW I C \ FLUGI-i WALL DEGIGN NOT TO GCALE '56 J THI5 DE51GN 15 FOR A MA50NRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THE DE51GN CALL5 FOR A TRANSITION FROM MA50NRY TO WOOD CON5TRUCTION AT A BOND BEAM THAT HA5 BEEN DE51GNED TO MEET THE STRUCTURAL REQUlREMENT5 OF THE FLORIDA BUILDING CODE 2001, INCLUDING THE 5PECIAL WIND PROvI510N5 GIVEN IN SECTION 2111. THI5 DE51GN IS FOR A MA50NRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THE DE51GN CALL5 FOR A TRAN51TION FROM MA50NRY TO WOOD CON5TRUCTION AT A BOND BEAM THAT HA5 BEEN DESIGNED TO MEET THE 5TRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, INCLUDING THE SPECIAL WIND PROvI510NS GIVEN IN 5ECTION 2111. Tl-IIS DE51GN IS FOR A MA50NRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING, THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CON5TRUCTION AT A BOND BEAM THAT HAS BEEN DE5/GNED TO MEET THE 5TRUCTURAL REQUlREMENT5 OF THE FLORIDA BUILDING CODE 2001, INCLUDING THE 5PECIAL WIND PROViSIONS GIveN IN 5ECTION 2111. THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAPHRAGM. Tl-IE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-IE FLOOR TO Tl-IE ROOF (OR CEILING) D I APl-IRAGM. THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-IE FLOOR TO Tl-IE ROOF (OR CEILING) DIAPHRAGM. ~ x: ~ D SAMUEL A. GREENBERG, P.E. #34245 D TI-iUy ~. I-iUYN~, P.E. #60122 D IRWIN J. BENSON, P.E. -4~158 D All ABBAS HAKIM, P.E. ~b1Bb a.. ~ :J: >> >> >. :-..I .0 .... ..>0: :Ie CD .. <l) ~ 'CI .... 0 D '- .... 0 - ... U . ::> Q) 10 . ;~ Ul~ :- 10 . . <0 o <l) ~ ''> - - ill CREATED 05-22-02 /' TO Tl-IE BEST Ol= Tl-IE ENGINEER'S KNOlILEDGE AND BEllEr:, Tl-IE STRUCTURAL PLANG AND SPECIFICATIONS COMPLY WITl-I TI-IE FLORIDA BUILDING CODE, OECTION I~"~ FOR 12" MPl-I :3 SECOND GUST, EXPOSURE '6' WIND ZOl'-lE (2~1 EDITION). THIS DRAWING AND DESI6N IS VALID FOR 12 MONTHS AFTER Tl-IE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR Tl-IE STRUCTURAL PORTION Ol= THIS DRAWING ONLY. ~ ::JI ......c >- > ...J CD - 'CI :!N J.. _ , -' .u~ ...J , ~~ :I)-g <:;; I~ - a.. - , ~= ~~ J.I :- ~ <l) - :x: ... >> & <9 :-..I <9 llCI :::) -- ~ a> - -, :I) C :.c::a ~-;;; ~ <D :co ...- ." a.. ":->.: ~::: 120 MPH 3 SEC. GUST 6EAL. '\ 5CAJ..E NOTED DATE sn2/02 D ANSCO ENGINEERING, FA. p.o. sox 3~ - APOllO eEA04 - FLORIDA - 33&12 Ff..fONE - (813) 645 (t)166 PAX - (813) 64& ca6<a8 E6 4&10 fC\ THESE DRAI,'INGS AND DESIGNS ARE THE JOlNT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE "'=JCLlENT ON THIS PROJECT. ANY REPRODUCTION DR UNAUTHJRIZED USE IS PROHIBITED, - 2003 DE ~ LENNAR f40ME5 TAMPA DIVl810N DRAlLN B.V. N:/BLOCKS/STD 2001 "- 6ALLOON FRAMING DET AIL5 \... DE JOe NO. PM - 5021 66 ~ ..se.~~~~~"E'Mi.T:lIiL~~ MODEL: 110RW4 (25 GA.. STEEL MODEL: 120RW4 (24 GA. STEEL REV 01 02 03 DESCRIPTION ADD 'CBPe' 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) i- 2. THICK 3" TALL U-BAR 20 GA. GALV. STEEL 50 KSI MIN, DATE 9/27/1999 12/01/1999 112000 SKiN) SKIN) OPTIONAL DSB GLASS OR 1/S" ACRYLIC LITES AVAILABLE (SEE SECTION B-B) 20 GA. MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM TOP. BOTTOM & CENTER), '0 I co II ,rJS!DE SLIDE BOLT LOCK OPTION (1) INTERMED!ATE STILE ATTACHED W/ TOG-L-LOC (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) D 3" I- 1-7/8" ~ T 25 GA. MIN, STEEL SKIN COATED WITH G-60 GALVANIZING. BAKED-ON PRIMER. AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN, NUAIR SINGLE HUNG HINDOH SCHEDULE TESTED PER ANSI/AMMA/N0lJ.^IDA 101 IIS2 rr 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/S" WOOD LAG SCREWS, 16 GA. GALV STEEL TOP ROLLER BRACKET, EACH BRACKET ATTACHED W/(3) *14x5/8. SHEET METAL SCREWS. DESI6N SUCTION (PSF) -80.0 -80.0 CALL SIZE MANUF AC T1JRER SERI ES il DESI6N PRESSURE (PSF) LOCATION l- I o W I 0:: o o o II I- "L" I o W I o Z Z w Il. o IA2SH (//2 32SH) 22SH 32SH IA3 (1/2 33SH) 23SH 33SH IA4SH (1/2 34SH) 24SH '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 ClOO ClOO ClOO +15.0 +15.0 TRACK CONFIGURATION 6ARAiSE SERVICE DOOR LOCK POSiTIor, (BOTH SIDES) TWO POINT LOCKING l- I () W I 0:: o o o DOOR HEIGHT "L" 6 -6 70 7 -0 76 7 -6 S2 8 -0 S8 I 4 GA. GAL V STEEL END HINGE, EACH FASTENED TO END STILES W/(+) #1+x5/8" SHEET METAL SCREWS &: (+) 1/+'x3/+' SELF T APPI NG SC REWS TiP 2-1 /2"x 12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). BREAKFAST TO LAN.AI DOOR 2" GALV. STEEL TRACK. MIN, TRACK THICKNESS: .060" POOL BATH DOOR ONE 3" TALL x 20 GA. 50 KSI f.~iN. U-BAR PER DOOR SECTION. ,& r 3" TALL x 20 GA GALV, STEEL U-BAR ONE U-BAR PER SECTION EACH U-BAR ATTACHED WITH TWO 1/+"x3/+' SELF lAPPING SCREWS PER STILE LOCATION x <( :::;; END STILE rSLlDE BOLT / LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. ~ EXITRIOR FRENCH DOOR LOCATION OF- OPTIONAL VENTS OPTIONAL OUTSIDE KEYED LOCK POSITIOt, HAX DOOR 'JIDTH 9'0' 34SH I A5SH (//2 35SH) 25SH 35SH IAbSH (1/2 36SH) 26SH 36SH ClOO ClOO ClOO '100 '100 '100 ClOO '100 '100 ClOO '100 ClOO '100 ClOO '100 '100 MAiN ENTRY DOOR ~ #14x5/S" SHEET METAL SCREWS 6~ ~ ~.~~. 1/4"x3/4" SELF o TAPPING SCPEWS, 14 GA, END HINGES VIEW "B" CALL SiZE 2868 (2/8 x 618) 24be> (2/4 x 618) 2668 (2/6 x 618) 2668 (2/6 x 618) (2)2068 (410 x 618) (2)2668 (510 x 618) (2)2868 (5/4 x 618) (2)3068 (6/0 x 618) 13 GA, GALV, STEEL BOTTOM BRACKET ATTACHED 'l/In-! TWO #14x5/8. SH EET METAL SC PEWS, FOR 8'-0" H!6H UNITS r,OTE 1: DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). ALUMINUM EXffiU$ION & VINYL WEATHERSTRIP, SECTION A-A (SIDE VIEW) +15.0 +15.0 +15.0 MAiN ENTRY DOOR 18 GA, INTERMEDIATE HINGE VIEW "c" 2020SH +15.0 -80.0 -80.0 -18.4 -80.0 SSB GLASS OR ~ 1/8" ACRYLIC LITE #8x3/4" PAN HEAD SCREW..J (10 SCREWS PER LITE) END STILE MAIN ENTRY DOOR 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. CONCRffi), WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" 00. MIN, WASHERS REQUIRED 20 GA GALV, STEEL I~NTEgR' STILE WITH TAPCONS ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. l ~ 18 GA. GALV, STEEL cunER HINGE FASTENED TO INTER. STILES W/(4) #14x5/S" SHEET METAL SCREWS 1 4 GA. GALV. STEEL ROLLER HiNGES OUTSIDE KEYED FASTENED TO END STILES EACH W/(4) HANDLE #14x5/8" SHEET METAL SCREWS AND (4) 1 / 4 "x3/ 4" SELF TAPPING SCREWS PER END HINGE. OUTSIDE KEYED LOCK LOCK BAR LOCKING OPTIONAL 10 SCREW WINDOW LITE SECTION B-B 3020SH 4020SH 2030SH 3030SH 4030SH 2040SH 3040SH 4040SH 2050SH 3050SH 4050SH 2060SH 3060SH 4060SH r STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE 2x6 YELLOW PINE JAMB LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR, INTER. STILE SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. 12 GA GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMBJ WITH ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET 2" GALV. STEEL TRACK FASTENED TO j 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. OUTSiDE HAN 0 LE END STILE INSIDE HANDLE 2" DIA SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFiGuRATION SECTION C-C DESIGN LOADS: +250 PSF. & -32.0 PSF TEST LOADS: +37,5 P,S,F, & -4S.0 P.S.F. OUTSIDE KEYED LOCK SN.AP LATCH LOCK OPTION PREPARATION OF JAMBS BY OTHERS. DES. BY REV, 03 Dl<A Io'lNG ND. 101379 CHECKED BY DESCRIPTION SINGLE CAR MODEL 110RN4 & 120RW4 +25.0/-32.0 PSF DESIGN LOAD REAS DENOITS ASTM EI300 LIMITATIONS AS REQU!~gj2~~@::F 2 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE PESPor,SIBIlITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE W-H CURRErH BUILDifiG CODES FOR THE LOADS LISTED or, THIS DRAWING MW'W MW'W DATE 8/26/33 SCALE NOTED VERTICAL JAMB A.TTACHMENT (WOOD FRAME BUILDINGS) 1/2"x3" LAG SCREWS ON 24' CENTERS 1-1/4" 0.0. MIN. WASHER REQUIRED LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. MAX. DOOR SIZE 9'0"W x 8'0"H C1B P C1 (513) 381-+800 .3 12 WALNUT STREH6 SUITE 1500 CINCINNATI, OH 4-52 2 DMI/on of C!opay Bu/IdInQ Product8 C/opay BlJIldirrq Prod1.clJ Compo"'- All R;ghtB Re~od. Th. o~r'>~mfl1tJ depicte4 h.~in 0,. U-.. 1101. provertY ~ tt,. CIOp(l)' evild;r,__ Pr~dl,jcU Compcn)' 0('1(1 mc)" :'1~ be reproduced in on)' form without iU written permiS$lon. NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE TESTED PER ANSI/AMMA/N0lJ.^IDA 101 IIS2 MODEL' 110RW4 (25 GA STEEL SKIN) MODE REV DATE 01 9/27/1999 02 12/01/1999 03 1/2000 DESCRIPT ION (5) IWERMEDIATE STILES FOR 16' WIDE DOOR 20 GA MIN END STILES ATTACHED TO DOOR -L-LOC SYSTEM ), DESI6N PRESSURE (PSF) DESI6N SlJC.TION (PSF) -80.0 -80.0 CALL SIZE '0 I :0 / L: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT) ~ATENTEO TOG A AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CENTER r OPTIONAL SSB GLASS OR - 1/S" ACRYLIC LITES AVAILABLE ! (SEE SECTION B-B) i ~ E3 I E3 \\ - \\0 D D ~ === = = i i I i , ~ ~ = i I, A) , ~ "" - - t \ \ B ( \ ( C II I - I ~ ------- - C - VIEW I V\ ~f\ V'J V'J ~ ~D' CJ 0 0 0 0 /LO X :g (B TW '-\ ~j I "I II \ if' '\. i 10 0 OJ \, CJ 0 CJ / / r-JI Ih ( ~ LOCATION OF A ~ OPTIONAL OUTSIDE KEYED LOCK POSITION - 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIt:W "B" VIEW "C" ADD 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT ADDED JAMB ATTACHMENT INFORMATION MANUFACT1JRER SERIES il OH2 / OH3 OH2 / 0H3 OH2 / OH3 OH2 / OH3 OH2 / OH3 OH2 / OH3 OH2 I OH3 OH2 I OH3 OH2 / 0H3 OH2 / 0H3 OH2 / 0H3 OH2 / OH3 OH2 / 0H3 OH2 / OH3 OH2 / OH3 OH2 / OH3 OH2 / OH3 OH2 / OH3 OH2 / 0H3 2020HR 3020HR 4020HR 5020HR 6020HR 2030HR 3030HR 4030HR 5030HR 6030HR 2040HR 3040HR 4040HR 5040HR 6040HR 2050HR 3050HR 4050HR 5050HR +50.0 +50.0 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) VIEW "B" rr 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD LAG SCREWS. I- J: () W I 0:: o o o TRACK CONFIGURATION DOOR HEIGHT "L" 6 -6" 70" 7 -0 76 7"=6 82 8 -0" 88' "C" I V 'w I 2" GALV, STEEL TRACK, MIN. TRACK THIC~:NESS: .060" 'I ''L'' () w J: () Z Z W D- O o o o CK POSiTION OTH SIDES) o POINT LOCKING TYP. 2-1 /2"x 12 GA. GALV, STEEL TRACK BRACKET, (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). x ...: :::;; u 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, ETo.) 6050HR OH2 / 0~3 #14x5/S" SHEET METAL SCREWS ITD AREAS DENOTES ASTM EI300 LIMITATIONS AS REQUIRED BY FBC OPTIONAL VENTS J NUAIR SLIDING GLASS DOOR SCHEDULE TESTED PER ANSI/AMMA/N0lJ.^IDA 101 IIS2 ~ J: :;) NOTE 1. DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN) MAX. DOOR WIDTH = 1 6' -0" iNSIDE ELEVATIONS & VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2000 PSI MIN, CONCRETE COLUMN): 3/8"x4" SLEE\/E ANCHOR BOLTS ON 20" CENTERS (C-90 BLOCK) OR 24" CENTERS (2,000 PSI MIN, CONCRETE) OR 1/4"x4" TAPCON SCRt:WS ON 15-3/4" 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 UTE SECTION B-B +30 +30 CALL SIZE MANUFACT1JRER SERIES il DESI6N PRESSURE (PSF) DESI6N SlJC.TION (PSF) -64.6 -55.0 -31.1 -55.0 STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE >> >> a- >> ::J: :-..I >- 4> ..Cl SO .. ...>0: ~ <0 >> ('j) .. 'U - 0 SO - :::I 0< ... 12 GA. GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMBJ WITH ONE 5/16"x1-5/S" LAG SCRt:W PER TRACK BRACKET. ffi +30 5068 seD 6068 seD 8068 seD Cl068 seD 200 200 200 200 2x6 YELLOW PINE JAMB +30 SNAP LATCH ENGAGES ONTO VERTICAL TRACK, ONE SNAP LATCH ON EACH SIDE OF DOOR. 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, 20 GA. GALV. STEEL I~~ 7/16" I,D. ROUND PUSHNUT ~ 18 GA. GALV. STEEL CENTER HINGE FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4) #14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) # 14x5/8" SHEET METAL SCRt:WS AND (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. 2" THICK MOLDED INSIDE UTE RETAINER #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) HAN 0 LE JAMB CONFIGURATION SECTION C-C 25 GA. MIN. STEEL SKIN COATED WITH G-40 MIN. GALVANIZING, BAKED-ON PRIMER, AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SK!N. - 0 :::1- .., (I) ::J C1) .... 01- ~~ ~ i :I) .~ - >- > -I ('j) - '0 ~'-'I .L. _ , ....J J.I~ -I , ~a- z::c: :I) "u ~~ ~~ - a- - , ~:::: Z <D z- J.I :.: ~ <D - ::c: .... St ,. CID :-..I <9 <D ~ - :I) CD - ~ :I) C :.c:: CII g-; ~ <D :ac ~ .. 0.. ~ ;:i: & VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 1/2"x3" LAG SCRt:WS ON 18 CENTERS, 1-1 14" 0.0. 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 W/(4) # 14x5/8" SHEET METAL SCREWS. END STILE SHIP LAP JOINTS, PREPARATION OF JAMBS BY OTHERS, 2" DIA SHORT STEM, 10 BALL STEEL ROLLER 14 GA, GAlV. STEEL END HINGE. EACH FASTENED TO END STILES w/( 4) # 14x5/8" SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCRt:WS OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION END rSLlDE BOLT STILE I LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSiONAL OF RECORD FOR THE BUILDING OR STRUCT1JRE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. END STILE DESIGN LOADS: +24.0 PSF & -24.5 PSF TEST LOADS: +36.0 PSF & -37.0 PSF INTER. STILE Ll 3" I- 1-7/S" ~ T 3" TALL X 20 GA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION. ETC). EACH U-BAR ATTACHED WITH 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION MAX. DOOR SIZE: 16'0"W X 8'OH DRA IJING NO. 101980 REV. 03 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. !NSIDE SLIDE BOLT LOCK OPTION CHECKED BY DES, BY MWW OUTSIDE HAN D LE DESCRIPTION DOUBLE CAR MODEL 110RW4 & 120RW4 +24/ -24.5 PSF DESIGN LO/lD MWW SECTION A-A (SIDE VIEW) DATE SCALE NOTED 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION & VINYL WEATHERSTRIP 8/26/99 OUTSIDE KEYED LOCK LOCK BAR LOCKING NOTE: IT IS 111E CONTRACTORS RESPONSIBILITY TO REVlEW ALL DRAWINGS BEFORE CONSTRUC1l0N BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR 111E STRUCTURAL INTEGRITY OF 1111S PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDmONS, 0111ER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING ME11100S, AND 111ESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO 111E A TIEN1l0N OF DANSCO ENGINEERING P.A. PRIOR TO 111E COMMENCEMENT OF CONSTRUC1l0N. CEPC (513) 381-4800 312 WALNUT STREET6 SUITE 1600 CINCINNA TI, OH 452 2 Dlv'slon of elopay Building Produc1s elOpO)" Buildin9 Products Compcn)' Ail Rj~ht3 Reser.ed. The arran9~ments depicted herein Ofe the sole property of tile Clopay BuildinQ Products Company. ond maynat be reproduced in any form without its wrrtten permission. 306e> (3/0 X 618) (2)2668 (510 X 618) (2)2868 (5/4 X 6/8) (2)3068 (610 X 6/8) (2)3080 (6/0 X 810) 3068 (3/0 X 618) (2)266e> (5/0 X 618) (2)2868 (5/4 X 618) (2)3068 (6/0 X 618) (2)3080 (6/0 X 810) 3068 (3/0 X 618) (2)2668 (5/0 X 618) (2)2868 (5/4 X 618) (2)3068 (6/0 X 6/8) (2)3080 (610 X 8/0) CALL SIZE 8 X 1 (OR 80100H) '1 X 1 (OR Cl0100H) 16 X 1 (OR 160100H) THERMA- TRU DOORS EXTERIOR DOOR SCHEDULE TESTED PER ANSI/AMMAiNHHDA 101 IIS2 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 MANUFACT1JRER DESCRIPTION 34 1/2 X 82 1/2" illOO FLUSH SITEL +25.Cl +25.Cl +25.'1 +25.Cl +25.Cl 30 1/2 X 82 1/2" 32 1/2 X 82 1/2" 32 1/2 X 82 1/2" !tIle> ONE LITE SITEL FRENCH ililo ONE L1IT STEEL FRENCH 1>120 TEN LITE STEEL FRENCH 51 1/4 X 82 1/2" 63 1/4 X 82 1/2" 61 1/4 X 82 1/2" 15 1/4 X 82 1/2" 1>108 15 LITE SITEL FRENCH ill08 15 LITE STEEL FRENCH ill08 15 L1IT SITEL FRENCH ill08 15 LlIT STEEL FRENCH +25.'1 +24.1 +24.1 +24.1 +24.1 (H) X '10 1/2" 38 1/2 X 82 1/2" +25.'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 63 1/4 X 82 1/2" 61 1/4 X 82 1/2" 15 1/4 X 82 1/2" 15 !/4 X '18 1/2" 38 1/2 X 82 1/2" 63 1/4 X 82 1/2" 61 1/4 X 82 1/2" 15 1/4 X 82 1/2" 15 1/4 X Cl8 1/2" 38 !/2 X 82 1/2" 63 1/4 X 82 1/2" 61 1/4 X 82 1/2" 15 1/4 X 82 1/2" 15 1/4 X Cl8 1/2" +24.1 il208 STEEL 8 PANEL +24.1 +24.1 +24.1 +25.Cl +24.1 l>FC-60 6 PANEL FIBERCLASSIC +24.1 +24.1 +24.1 +25.Cl +24.1 +24.1 +24.1 +24.1 ilFC-60 6 PANEL FiBERCLASSIC OR l>FC-2000 1 LITE FRENCH FIBERCLASSIC ( CUSTOMER CHOICE) BANCO OVERHEAD DOORS, INC.. 6ARA6E DOOR SCHEDULE TESTED PER ANSI/AMMA;1\(HHDA 101 IIS2 ITST LOADS PRESSURE (PSF) +315 +315 +36.0 TEST LOADS SlJC.TION (PSF) -4e>.0 -48.0 -31.0 DESI6N LOADS PRESSURE (PSF) +25.0 +25.0 +24.0 DESI6N LOADS SlJC. TI ON (PSF) -32.0 -32.0 -245 EXTERIOR HINDOHS AND DOOR NOTES 1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER. PERFORMANCE CHARACTERISTICS AND APPROVED TESTING ENTITY. FBC 1707.4.2.1 2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIE\lE THE DESIGN PRESSURE SPECIFIED. FBC 1707.4.4.1 3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS LESS THAN 1-1/2" SHALL BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. FBC 1707.4.4.2 4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB INTO THE WOOD BUCK. FBC 1707.4.4.2 5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE INTERIOR LIP OF THE WINDOW. FBC 1707.4.4.2 6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. FBC 1707.4.5.1 -1707.4.5.4 MPH GUST D E DANSCO ENGINEERING, FA. p.o. 60X 3~ - APOL.L..O 6EACA4 - FL.ORIDA - 33S12 R-IONE - (813) 64& 0166 FAX - (813) 64& ~cae EI::a. 4&10 f(\ mESE DRAWlNGS AND DESIGNS ARE mE -KlINT PROPERTY OF DANSCO ENGINEERING, PA, AND mE ~ ~ WENT ON mls PRO,,[CT. ANY R[f'R()()(JcnON OR UNAUmORIZED USE IS PROHIBITED - 2003 ffi CREATED 01-02-02 3 120 SEC. LENNAR ~OMEe 5CALE NOTeD DATE 112/02 TAMPA DIVISION DRAU.N B.v. N:/BLOCKS/STD 2001 DOOR . WINDOW T A6LEe DE JOB NO. PM - 5021 SDW1 > :0 n :it 8 :-..I SO ~ :0 D ~ "It' C <IS ~ CD ~ a :. u z , ~ :I) - >- ~ ~ .L. , JJ ~ ~ z: :I) < :l. ~ - :z: ~ ~ z: J.I ~ - .... >> so :-..I ~ ;n - :I) :.::: g _.l :a - \~ z A HEADER I '.~ .""" ,. ..d 0" ,<J . EXTERIO: ~ ~'~'OR I PRESSURE TREATED . "" ~t\. BUCKSTRIP (MIN. Zi" __ AS SHOWN) r > ~ ' r--- SHIM AS NEEDED . .L < WINDOW ~ .1 fASTENER "J flLL INTI:RIOR YOlO WITH , :..'" -.: hAlNIMAL EXPANDING fOAM ~ ~ . - IF PER CODE -- 0'-E:X1'ERIOR - --^v- _---^ _ JAMBS - v- ~~OR '~ ."J <', "I, > 9 ~ ~r. NO t..~ fASTENERS " THROUGH ~ SILL i' ~, rrr IF NECESSARY, USE SHiMS WHEN INST ALLlNG TO KEEP PLUMB '" LEVEL .. ~rn- ~. . r- - -- . f---- , .1 , (>.:.:',"',:..,:.,' ',<J <1.1 , ' PRE-cAST '. .1 CONCRETE SILL ~ v . SEALANT BEAD SILL t1EADER I ..d<J<1 .1, <J. ~ EXTERIO~~. I~IOR _I~IOR ~~RESSURE TREATED " ":'tI.~ · -.. I~' ~~C~~~)(MIN' Zi " ,"I,"J ~~ 1;-- SHIM AS NEEDED > . · MNDOW , , . , .1 FASTENER . , . "J 1 fl LL INT[RIOR VOID WITH , :""" I, . MINiMAL EXPANDING FOAM I~ \:~IOR ---^v- - IF PER CODE --\r-- JAMBS t~rNO 9/~ -1 ~ '~\l'f \ l1j ~..,Le "__~___ r ,. ~ ~ ~ . "~~.> ~::! <l^ CONCRETE SILL ~ {' '<l^ 'J6NCRETE SILL ~ v If NECESSARY, USE SHiMS WHEN INSTALLlNG TO KEEP PLUMB '" LEVEL a SEALANT BEAD SILL I I~STALLATlON DETAILS FOR FIN WINDOWS IN \VINDZONES OF 150MPII OR LESS (DET AlL 13) Installation fasteners for windows should be a minimum It" nail or It" wood screws, 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 Dr nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. Flexible t1ashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible tlashing at the header. The application of the weather resistant banier will vary based on when it is installed. Ifit is installed aftt:r the windDw, it should be tucked undt:r the sill Ifusing l~" thick Dr greatt:r wood buckstrips (not shown): tlashing and overlap the jambs and head tlashing. Window installation fasteners should be a minimum #8 X I" I '1WR (j]AMLRJC'" ARC! {IT!::C n... RAL wood screws, installed through the window into the buckstrip. j ~~S~~:~;:;;'RFS Window may be shimmed as necessary, provided a minimum "EM"Ell The wmdo'" depICted m till! dra",mg" mtended tor use on 1)o1"c'l con'lructlon, It" u e n:spon,ibllll)o 01 othe"" 10 Uetennme it It" applIcable, Auult10ruu !lashing, '"por ba:T1eN, etc. :nay be specified by lhe project dTchitect. \Vind and design pressures vary within each state and COU1-:ty, All products rr.anufactured by \luA.ir Inc, meet a minimtm1 of 110 mph (RJO DP) wind load :-equiremcnts (per AAMA 101); please check local building codes for exact requirements. Above details sl10wn fOT Single Hung window. For installation of Awning.. Horizontal Roller, or Pio.::ture.'Dcsigm.'T window s use the same specifications as :ihown above fOT the Single Hung, pruvided tnat all orc-ou:,chcd fraJ:1e installation holes are I..ti~iled and w;th lhe above mentior,ed screw si.le tVDe and SOdC;l',g, I INSTAUA TlO~ DETAILS FOR FLA,"iGE WI~DOWS IN I WI:\DLO:\ES OF 150MPH OR LESS (DETAIL A) I 13uckstrips must be set in a bead of sealant. The exterior joint bet'Neen the buckstrip and masonry must also be sealed. 13uckstrips shall run the entire length of the rough opening. A buckslrip is not necessary at the sill ifit is pre-cast. All gaps must be sealed. 13uckstrips shDuld be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida 13uilding Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the bucks trip at both the intt:rior and exterior. ,..- If using t" thick wDod buckstrips: [nstallation fasteners ShDUld be a minimwn rt" X 2%" masonry screws, installed through the window and buckstrip, into the masonry. \Vindow may be shimmed as necessary, provided a minimum screw embedment Df I~" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum Df 18" O.c. It is recommended that fasteners nDt be installed through the sill of the window. The actual size of the buckstrips should be no less than t" X 2i". ~ '~WR (j]''''''c'' A.{LH ITP.i:T\~ K..-\L ! IJ.....\ LlACTL RJ:::S ,;"SSOc;A j'1(JN . ME.\HIER Tampa, FL.(800) 282-6627.www.NuAircom The window dt'picted in this drawing is intended for use on typical construction. it is the rt:sponsibllity of others to deknnine If it is applicable. Additional tlashing, vapor barrias, 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 requirt:ments (per AAMA 10 I); please check local bUIlding codes for exact requirements. _~~OR , ~ 771,11. ..:,. ~ ~ ~ ^ ~:,'I. - - v-ixrrRIOR t~. HEAD~ ... 1 '.~. ~ .~ EXTERIOR INTERIOR 1& ~. ~~~~ ~~~" AS SHOWN) J" SHI M AS NEEDED , ~ WINDOW ~ I '\}- FASTENER ~ <: v flLL \NT[RIOR YOlO WITH MINIMAL EXPANDING FOAM - IF PER CODE \r /1 JAM BS NO FASITNERS TI;ROUGH SILL ~.ll iF NECESSARY, USE SHIMS WHEN INSTALLlNG TO KEEP PLUMB '" LE'vU flNISHED 0SILL ~ ~<l. ('~!---:~ ~fj///;$/; ~ ~ PRE:'CAST<l > ' .1v.r. POU~? ' <l^ CONCRETE SILL ~ " <l^ CONCRETE SILL l v v . SEALANT BEAD SILL ~ '~WR (j]'"""C^, .A .. A,~CHITECT1,RAL '-'\^.\Lj.A,CTLR~S AsseCl A 1'10' . ''It..\1Hl:.R Tampa, FL.(800) 282.6627.wwwNuAir.com The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to detelmine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 1 10 mph (R30 DP) wind load requirt:ments (per AAMA 101); please check local building codes for exact requirements. L ~ ^ v flLL INT[RIOR YOlO WITH MINIMAL EXPANDING FOAM - IF PER CODE ^ {j~ IF NECESSARY, USE SHIMS WHEN INST ALLl NG TO KEEP PLUMB '" l.EY[L flNISHED SILL ~:~-~ ~-~~'~. fACADE ,,~, r'" , , - ^ SiLL . ~ - J:..-_ ~;::: WINDOW ~] "-- fASTENER . SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE Window Installation: Installation fasteners fDr windows should be a minimum 11", 4d nail or 6 x 11" drywall screw, with an embedment of at least 11". Fasteners should be located at a maximum of 4" fTOm each comer and 18" O.C. fDr screws and 9" O.C. fDr nails. I t is recommended that all screws Dr nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible t1ashing shDuld be installed in a weatherboard fashion. The top layer should overlay any laya beneath it. The weather resistant barrier should then covt:r the tlexible tlashing at the header. The application of the weather resistant banier will vary based Dn when it is installed. If it is installed after the window, it should be tucked under the SIll l1ashing and overlap the jambs and head flashing. r~:~~1! (j] "'"K'C,' A~CH 1'~'ECL RA L "'....\l1-4.C"tLRcS ASSOC;A :'1()/,< \.l 1'..\1 d':'R The wmdow depicted in this drawing is intcndcd for use on typical construction, It is the responsibility of others to detennine if it is applicable, Additional flashing, vapor barriers, etc, may be specified by the project architect. Wind and design pressures vary within each state and county, All products manufacturcJ by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AA\1A 101); please chcck local building codes for exact requiremt:nts. R~~-= ~ v I / '-./ ~I (A ____~INDOW BARRIER I _________!.I ( / / ~ FASTENER ~-sJ.~;~~1~=~ RIGiD FLASHING ~~, "- DRYWALL (OPT., BY OTHERS) l2~~]: < n~~~::Q. ~ ~-L I ,\L-~~~ ~~~ ~~ BARRIER , ~ 1 rn- EXTERIOR ISLE WEATI;ER at FLASHING RESISTANT .r ') BARRIER ~ ~ ~Jg~- i'\~ ~~ - ^ ~ SILL screw embedment ofi" is maintained in the buckstrip. Window fasteners should be located a maximum Df 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 ShDUld be no less than It" X 2 k". Buckstrips ShDUld be installed using minimum 11;" X 2t" masonry screws, to maintain It" embedment, and be 18" O.C. B FUXIBLE FLASHING JAMBS HEADER PLYWOOD SHEATHING ~r-- flLL INT[RIOR VOID WITH MINIt,W. EXPANDING FOAM - IF PER CODE 1 -\r-- ~r ... IF NECESSARY, USE SHIMS WHEN INSTALLlNG TO KEEP PLUMB '" LEVEL flNISHED SILL . ~ --y--- ~;::: WINDOW ~ "- fASTENER . SEALANT BEAD o SEALANT BEAD iF FLASHING IS NOT ADHESIVE PLYWOOD SERIES 900 I iSSTALLA TIOS DETAILS FOR NON-l\1PACT, FIN, SINGLE I SHEATHING & 950 SH HU:\G Wl:\DOWS I" WI'JDLO:\ES Of 150MPH OR LESS (per mc 2001) ~~~~~ HEADER WEATHER ,~ RESISTANT- --...... v 1/ -......./ ' Va (j ..__:wINDOW BARRIER ~i I ~JLY fASTENER ~Jg~-~J..~:.~:~rf[!( ~E RIGID FLASHING ~ .""", ~ ~. '.e ~ DR:'!W:;rn (OPT,. BY OTHERS) j., INT[RIOR ~.;::. .'....' <~-~Q. ~ .'\.. I. l 9 '\.. '\.. - WEATHER ~L ~RESISTANT FUXIBLE .' BARRIER FLASHING EX!1:RJOR FlEXIBLE WEATHER I -b FLASHING RESISTANT -.. ~ III ----.J 1,-- PU INT[RIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE nJ t ---^v- , /: F-ff ~ IF NECESSARY, USE SHIMS WHEN ~ INSTALLlNG TO KEEP PLUMB '" LEVEL flNISHED SILL JAMBS . ~ ,- J:..-_ ~ l:::. WINDOW ~L~ FASTENER BARRIER ~ "'-.... ~~-~~.,~ - ^ ~ SILL . SEALANT BEAD o SEALANT BEAD IF FLASHING IS NOT ADHESIVE \Vindow Installation: Installation fasteners fDr windows should be a minimum 11", 4d nail or 6 x I~" drywall screw, with an embedment of at least 11". Fasteners should be located at a maximum of 4" from each comer and 18" O.C. fDr screws and 9" O.C. for nails. It is recommended that all screws or nails be sealcd to prevent infiltratiDn of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible Dashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant banier should then cover the tlexible flashing at the header. The application of the weatht:r resistant barrier will vary based Dn when it is installed. I f it is installed after the window, it should be tucked under the sill tlashing and overlap the jambs and head flashing. ~ '~WR (j]'"ERiC''' iol...1(CHrr;;...cTL!\AL MA.\iUACTllU:S ,\,s,sOClA no"," Tampa, FL .(800) 282-6627.Www.NuAirco: ""\illER The window depicted in this drawing is intended for use on typical construction. It is the rt:sponsibility of others to dt:tt:nnine if it is applicable. Additional flashing, vapor barriers, t:tc. may be specificd by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. med a minimum of 110 mph (RJO DP) wind load requirements (per AAMA 101); please check local building codes for exact rcquirements, FUXIBLE HEADER PLYWOOD SERIES I FtASHING~ SHEATHING A02/3 A TW WEATHER ^ WINDOW R~~-~, ! "/ ~// V-FASTENER ~Jg~- _________ ,.I.i); / I> I ' /1; ",-rooD ~'I . .~"'\" .". '-:;:'. ~,., ~EADERE .'.......t':... "':........ . RIGID FLASHING . "'" (OPT., BY OTHERS) "- DR:'!WALL j., INT[RIOR 10; ~~~ /'""j~ ~ V / flLL INT[RIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY, USE SHiMS WHEN INSTALLlNG TO KEEP PLUMB '" LE'vU < . u,,_..!uuC ~ ,,- . "'-FlEXIBLE F1.ASHING JAM BS -\1 FlEXIBLE ~ J.- F1.ASHING ~ WEATHER l j RESIST~--........ ~'l I · BARRIER ~ 1~.J!u - - --Z ~~ 'N~~ ~ SILL flNlSHED SILL EXTERIOR . SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE INSTAlLATlO"i DETAILS FOR N01\-IMPACT, Fl"i, A,^,,)\I~G WI"DOWS IN WI:\DLONES Of 150\1PH OR LESS (per FBC 2001) I Window Installation: Installation fasteners for windows should be a minimum 1t", 4d nail or 6 x 11" drywall screw, with an embedment of at least 11". Fasteners shDuld be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O.C. for nails. It is recommended that all screws or nai Is be sealed tD prevent infiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible !lashing should be installed in a weatherboard fashion. The top layer should Dverlay any layer beneath it. The weather resistant barrier should then cover the tlexible tlashing at the header. The application of the weather resistant barrier wlll vary based Dn when it is installed. If it is instal1ed atler the window, it should be tucked under the sill flashing and overlap the jambs and head t1ashing. ~ '~WR (j]'''',"iCA'' i ARt:HITI:cTL RAL MA~I.1-"Ll1..Rl::S ASSOC." no",; . IAl:::MHtR Tampa, FL.(800) 282-6627.www.NuAircom The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to detelmine if it is applicable, Additional !lashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AAMA 101); pkase check local building codes for t:xact requiremt:nts. FUXIBLE PlYWOOD SERIES 900 I FLASHING HEADER SHEATHING PW & DPW WEATHER - WINDOW R~~- -"-. v II "r/ /" a !:J...----FASTENER f1.'.~ (JJJf f, ~Jg~- ---------RlQ i ;:,::.~'::.:.:,..>;:"", ~E ---" . ~. '. '.., " HEADER /. n .. "" I RIGID FLASHING ~ '" 11 l "- DR:'!WALL (OPT" BY OTHERS) "q J --.J :I~ j., INT[RIOR .. ~..;\;. 'I~ ...'. flLL INT[RIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY. USE SHIMS WHEN I NST ALLlNG TO KEEP PLUMB '" LEVEL 1< __~_~__Q_~..j ~ . ~TH~ FUXIBLE ~y -~~~ FLASHING / j J EXTERIOR IBLE WEATHER . ~ ~"G :::~ ~'~. "~~ '\ ' ? WINDOW - --v:. L ~ fASTENER SILL flNISHED SILL JAMBS . SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR :-iON.l\1PACT, FIN, FIXED Wll\DOWS IN WI:\DZONES Of 150\1PH OR LESS (per File 2001) I Window Installation: InstallatiDn fasteners for windows should be a minimum 11", 4d natl Dr 6 x 1~" drywall screw, with an embedment Df at least 11". 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 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 tlashing 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 silll1ashing and overlap the jambs and head tlashing. ~ '~WR (j]'"tRJe" A.,RCl:UITCTL RAL i 'vlMW"'ACfl..:RES ..SSOCt.... T!Otl. . 'vtEMIlEK Tampa, FL .(800) 282-6627.www.NuAir.com The window depicted in this drawing is intended for use on typical construction. It is the responsibllity of others to determine if it is applicabk. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (RJO DP) wind load requirt:mcnts (per AAMA 101); please check local building codes for exact rcquirements. SERIES 0H2/3 HR . ---.J\ ~OR I., v' 'L_ . ":14 . "J ~ ">@ : ~ '. -~IOR JAM BS GHEADER I ,..d .. .""" ' 1 .<J. . ~ EXTERIOR ~ I~IOR .~. PRESSURE TREATED " ~~KSTRIP (MIN. Zi" " AS SHOWN) I'll SHII.A AS NEEDED " I: WINDOW "l F ASTI:NER ^ -- ~ .. J7 ~ <> ..-. flLL INTERIOR VOID WITH MINIt,W. EXPANDING FOAM - IF PER COOf: ^ ~ NO fASTENERS THROUGH SILL ~ ^ ~ / ~.. IF NECESSARY. USE SHIMS WHEN INSTAillNG TO KEEP PlUMB '" LE'vU jl 1,4 . !.- r. <lP\ ~E~~~~~-:~ '. . '~PRE:'CAST4 > '. <l^ CONCRETE SILL ~ v I SILL ~' 1 / t;;::gJ; ~ . . . 1v.r, POV~ > . , <l^ CONCRETE SILL ~ . SEALANT BEAD I III:SSTALLATION DETA1LS FOR :SON-IMPACT, FLANGE, IIORIL ROL-I II LER WINDOWS IN WINDLONES OF 150MPH OR LESS (per mc 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstIip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill ifit is pre-cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lwnber. 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 t" thick wood buckstrips: Installation fasteners should be a minimum 11;" 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 1t" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than i" X 2S". Ifusing I~" thick or greater wood bucks trips (not shown): Window installation fastent:rs should be a minimum #10 X 11" wood screws, installed thrDugh the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 1t" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the ""indow. The actual size of the buckstrips should be no less than It" X 2S". Buckstrips should be installed using minimum 11;" X 2l" masonry screws, tD maintain l~" embedment, 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 on the heo.aer tho.n sto.ndo.rd TherMo. - T ru 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, 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,I BUCK STRIP CONI AT OPENING SIDES AND HEADER, ** 1 x BUCK STRIPS wILL BE ACCEPTABLE PROVIDED THE 3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOwN, THE T APCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME/. 1 x P,T, BUCK STRIP AND HAVE A MINIMUM OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS, ~ '~WR (j]"'eRJC" i ARCHJTECTlR....L '.t.A.}.jI..F4.CTlRFS ASSOCL, nON . \1LMHll( Tampa, FL .(800) 282-6627.www.NwAir.com The window dt:picted 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 :--':uAir Inc. meet a minimum of 11 0 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirt:ments. SERIES 90011 INSTALLATION DETAILS FOR NO:'\-IMPACT, FLANGE, FIXED PW & DPW II WINDOWS IN WINDWNES Of 150MPH OR LESS (per mc 2001) 13uckstrips 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 nDt necessary at the sill if it is pre-cast. All gaps must be sealed. 13uckstrips 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 t, thick wood buckstrips: Installation fasteners should be a minimum r'6" X ~" 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" O.C. The actual size of the buckstrips should be no less than t" X 2k". Ifusing It" thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X d" wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of Ii" 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 1~" X 2k". 13uckslrips should be installed using minimum r'6" X ~" masonry screws, to maintain It" embedment, and be 18" O.C. HEADER ,,,,," ~~R. '>~ ~ '. ~s:.. - V ExITRIOR I l..d l<J' . I .rgdJ/ ~ EXTERIOR ~ INT[RIOR II It. PRESSURE TREATED "" IL-~r eUCKSTRIP (MIN. Zi" "l, AS SHOWN) --.J~ SHII.A AS NEEDED WINDOW FASTENER flLL iNT[RIOR VOID WITH MINiMAl EXPANDING FOAM - IF PER CODE SERIES 900 I I:'-;STAllATION DETAILS fOR l\O'J.I~\PACT, FLAl\GF, SI~GlE I & 950 SH HU:SG '^ ]:\ DO'^' S IN '^ Il\DlONES Of 150~PH OR LESS (per f BC 2001) 13uckstrips must be set in a bead Df sealant. The exterior joint between the buckstrip and masonry must also be sealed. 13uckstrips shall run the entire length of the rough opening. A buckslrip is not necessary at the sill ifit is pre-cast. All gaps must be sealed. 13uckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building CDde, a taper, Dr bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the i'1terior and extt:riDr. I fusing *" thick wood buckstrips: Installation fasteners should be a minimum 11;" X 2i" masonry screws, installed through the window and bucks trip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the masonry. Fasteners should be locatcd 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 buckstlips shDuld be no less than t" X 2i". [fusing 1~" thick or greater wood buckstrips (nol shown): Window installation fasteners shDuld be a minimwn #10 X It" wDod screws, installed through the window into the buckstrip. Window may be shimmed as necessary, providcd a minimum screw embedment of It" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstlips should be no less than 11" X 2k". Buckstrips should be installed using minimum 11;" X 2t" masonry screws, to maintain It" embedment, and be 18" O.c. ..~ "-- .j ./ JAM BS IF NECESSARY, USE SHIMS WHEN INSTALLlNG TO KEEP PlUMB '" LEVEL ~r ~ NO fASTENERS TH~GH ~ y- /1 .. r II I. . ' r- - - - . f---- . .1 ' (..,,:, >'. :.', :,' , ~'<1 4 '-- , ", P~E-CAST ..- ", 4^ CONCRETE SILL ~ I' I I ~'//&/ V;; ,. 'I. :/I'/T/II' V2: . . ,1v.r, POVmtl > , , .1 ^ CONCRETE SItl. ~ v v SILL . SEALANT BEAD I ft 6'L I h'r6' rut 3rf It:]i I W6' 6L~ I I I I bf'x ~ +rr t- ' :lfr fE' ~ 6LIII II {/ I -16' I I I I I -16' ---' - SPACE EVENL Y - ....... - - --' ~.-- - SPAC[E EVEN Y - --' .-- - 6,ra 6' l-j6'eL111 II 1-16'61=111 II 11111J6' tJ - ~iru~r1' ~l~t~flm !~ SINGLE DOOR SINGLE DOOR w / SIDELITES SINGLE DOOR w SIDELITE ~ '~WR (j]'ME",CA" i ,"'ItCH1TECTLR.4.J.. MA."lut ACfllU::.S ,...SSOCli.. nu~ . MEMBER Tampa, FL .(800) 282-6627hwwNuAircom The window depicted in this drawing is intended for use on typical construction. it is the responsibility of others to dett:rmine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (RJO DP) wind load requirements (per AAMA I 01); please check local building codes for exact requirements, HEADER SERIES 200 I & 500 SOD SERIES II I:SSTALLATIO:S DETAilS FOR NON-I\1PACT. FL.\..'GE, AWNING I A02/3 A TW II WI:-iOOWS IN WI:SDWI\ES OF 150MPH OR LESS (per FBC 2001) Bucksuips must be set in a bead of sealant. The extt:rior joint bet\'1et:n the bucks trip and masonry must also be sealed. 13uckstrips 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 yellDw pine, spruce Dr comparable lumber. In accordance with the Florida 13uilding Code, a taper, Dr bevel on the buck is acceptable if the windDw trame is fully supported by the buckstrip at both the interior and exterior. If usind" thick wood buckstrips: Installation fasteners should be a minimum 11;" X 2*" masonry screws, installed through the windDw and buckstrip, into the masonry. Window may be shimmed as necessary, providcd 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" O.c. It is recommended that fasteners nDt be installed through the sill of the window. The actual size of the buckstrips should be nD less than l" X 2i". If using I~" thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X It" wood scrt:ws, 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 ma:dmum of 4" from each comer and maximum of 18" O.C. It is recommended that fastent:rs nDt be installed through the sill of the windDw. The actual size of the buckstrips should be no less than It" X 2i". 13uckstrips should be installed using minimwn 11;" X 2t" masonry screws, to maintain It" embedment, and be 18" O.C. ^ r0j/ m/~0/j1 ./////f'IJ///rh EXTERIOR INTERIOR PRESSURE _~ _ /~EATED ~ /. '"""''' ~~~ 7" ~ER Vj// ~~ ~.. ~~~~ V/~ ~ mER }~Y/ ~ / INSTALJ.A.TION, SEAl H I ~ :AM:S ~~~\ . ~IOR AND ~B ~ \ ~ INT[RIOR . 1" .... - --L. ~ , J. : ~ , -~: , ri.. ri:" MINIMUM 1i" RECOI.A- MENDED -i flLL INT[RIOR VOID WITH MINIt,W. EXPANDING FOAM - IF PER CODE ;1 IF NECESSARY, USE SHII.AS WHEN , INST ALLlNG TO _ Ll KEEP PlUMB "'^LEVEL TRACK v 4' .4 . SEALANT BEAD -~ SHII.A AS NEEDED I;\ST ALLA nON DETAILS FOR NON-IMPACT, SLIDING GLASS DOORS IN WI:SDLO'JES Of 150\1PH OR lESS (per mc 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. 13uckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida 13uilding 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 :lruP ~ 6'r.~1I II .h ' 6 ' ~ 3#~t"~r f-~ I~ III U6' ( 1'3' I I I fr I .1.6' -3'l '1 I ,-1' 1 I f-r 6'L I ( ( -~ SPACE EVENL Y - ........ - --'. SPACE EVENL Y -- -I ! Ifusingt" thick wood buckstrips: Installation fasteners should be a minimum 11;" X 2i" masonry screws, installed through the door frame and bucks trip, 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. -i 6,r"" " , I I , I ., j ,,;- tr6' ~U ~rt i ~iIT~ -ikUI!~ DOUBLE DOOR w / SIDELITES fl fl 6!:~' bLl-16' ~f-'--~r ~ I k~ <> <l If using 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 buckstrip. Door may be shimmed as necessary, provided a minimum screw embedment of It" is maintained in the buckstrip. Door 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. Buckstrips should be installed using minimum 11;" X 2i" masonry screws, to maintain Il' embedment, and be 18" O.C. DOUBLE DOOR ~ '~WR (j]'","Jc^, i ARCHlTECT\,RAl \(ANU ACfLRLS ASSOCIArlOl'tO . "At:\tBl::K Tampa, FL .(800) 282-6627.www,NuAircom The door depicted in this draw ing is intended for use on typical construction. It is the responsibility of others to detennine if it is applicable, Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuA.ir Inc. meet a minimum of 1 10 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 200 I & 500 SOD HEADER ^ t77~ '/ / // ;:::::/l rg-/' :/ ~// /<1 . . INTI:RIOR !;g;/ · DOOR I · I ~ 7"fASTENER _ ,p.~ p.... ~ l -4 :,,1 U ,,, ~ I' </4; --1 ,:~ ; ~ ~.. J::S I i' '~ /',./ . - mER ~ v--"""' INSTALJ.A.TION, SEAl HORIZONTAL JOINT~ EXTERIOR BETWEEN TRACK AND ~B I II . INT[RIOR SHiM AS NEEDED MINIMUI.A '1" RECOM- MENDED II ~- flLL INTERIOR VOID WITH MINIt,W. EXPANDING FOAM - IF PER CODE t' Lv ..1 <; l~lECES~. USE SHIMS WHEN i NST ALLlNG TO _A . . KEEP PlUMB '" l.EY[L ~RACK . ^v-- - FUXIBLE EADER PLYWOOD SERIES I I:'-;STAllATIO"l DETAILS FOR SO'JI~PACT, FI"I, !IORIL ROl- I FLASHING~ He SHEATHING OH2/3 HR LER '~I"DOWS I~ WINDWNES Of 150\1PH OR LESS (per mc 2001) WEATHER ~ WINDOW R~~- _______v II. ",;.,/ V 4 lj---FASTENER ---~.'.l; r1:tlr f, ~Jg~- ~ WI! .:'::~\<<~';:"~J > ~E ~ ,-, " '.., ' HEADER RIGID FlASHING~ · · ~ DR:'!WALL (OPT" BY OTHERS) ~ '~1:' - >'C" V < --~ -~--Q- -- <> \. .-. \\. . WtATii~ " - RESISTANT BARRIER FUXIBLE IBLE F1.ASHING EX!1:RIOR FLASHING 1,4 ~ JAMBS R~JH~~ ~ . SEALANT BEAD INSTALLATION DETAILS FOR NON.IMPACT. SLtDlNG GLASS DOORS I~ WINDZO:'\ES Of 150MPH OR LESS (per mc 2001) I Sliding Glass Door Installation: Installation fasteners for jambs and header should be a minimum #10 x 11" screw. Installation fasteners for the track should be a minimum It" masonry screw. All fasteners should have an embedment of at least 1 S". Fasteners should be located at a maximum of 4" from each comer and 18" O.C. fDr screws. It is recommended that all screws be sealed to prevent intiltration of air and water. Product may be shimmed up to t" if necessary. ffi CREATED 01-02-02 120 SEe, MPH GUST 3 r Dr DAN5CO .E. ENGINEERING, FA. p.o. BOX 3~ - APOLLO eEACf4 - FLORIDA - 33&12 R-IONE - (&13) 645 0166 FAX - (&13) 645 <e6~ e6 AI!!.IAIo f('\1l1ESE DRA'MNGS AND DESIGNS ARE 1l1E JOINT PROf'ERfY Of DANSCO ENGINEERING, PA AND 1l1E ""tQ IV \::::)CUENT ON 111IS PRO-f:CT. ANY REPROOUCTION OR UNAU1l10RIZED USE IS PROHIBiITD - 2003 "" Weatherproofing: Flexible tlashing should be installed in a weatherboard fashiDn. The top layer should Dverlay any layer beneath it. The weather resistant banier should then cover the flexible tlashing at the header. The application of the weather resistant barrier will vary based on when it is installed. I fit is installed after the dDor, it should be tucked under the sill flashing and overlap the jambs and head t1ashing. LENNAR ~OME5 ecALE NOTeD DATE 0'/m DRAlLN av. TAMPA DIVISION ~ '~WR (j]'MtRIC'., i A.RCHITECTL RAl \d^~u~' Acrt. R lS ASSOCIA Tlt)~ . W;:MBER Tampa, FL .(800) 282-6627.www.NuAir.com 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 barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (RJO DP) wind load requirements (per AAMA 101); please cheek local building codes for exact rcquirements. DOOR. WINDOW IN5TALLATION5 '-- DE Joe NO. PM - om, ~ 6DUJ2 -N :> ~ ~ r-.. o 00 o ~ r'l ~ ~ o t i ~ i ~ ~ (I), ~ ~ 8 N ~ ~ ~ I-l e3 ~,~'; /" ''-. ~Vl<' A\or. fVrLILlJ~TiH~AL- 16 11/16. MAX, TYP, _ Ar'Ht.A.D/S1ll' 'j, ~~MAX. StE COlUI1N 'A' FO~ I cpHtAO/S1lt. . ~D. or ANCHORS N A AT i'lCAD OR SM . i I ........:-.: I It I! 1 "- Ii f~- fo :: :: "I~~;r II II \1 lJ __ ___.1'____JI.. --. :: ::::=/'1':=::: :., :=- - - --TI----',. - - -. ,,/, " II /, II@- _ __ ,//, 11'//' E //" __.lIIL~~;I...___ ___. ,,/.1 ---- .. .."....,c ._ ---- dt> u__ ---II-.//~r--- OSB-ANN. OSa-AHN. ==-== CLASS .-- :: ClASS r :::::: II H fB':: II !!!! 'Yi: II 2 Silt htAX. l'l'P. AT HE'AD/SItI. CORN~RS !i: !r lD~ g~ ~ ~ ::;... ~ ~ :s: ~u @- ... ~ - ~a. ]12 . ~ ~o ~.,~ ~ t,d ...0. ....0 iI'l I"l ~ ~ 0 ~ I ~. I T , 1 i JJ 5116- D,l. OPO, JG 1/4- VENT WIO TH n" WINOOW WlOTH 33 1/4. 0.1.. OPG. ~5 ~! . ~ -or ~ 'T'r'PJCAI, E:I F.yATION TESTED UNIT I I: 1ft <4 01;- /,1J '1~ f;.. off) /:t 'Iff' " 'f~ ~ m ~ r- HP 1 I: !\I. ANCHORS IBY ~ 2SY : ~oon BUCKS ,.t '4, ~ .' . . . ." ., ',' .',,' . , '. \ A. .j ~ ~. ,'" .., . . I . .,\i/' . ~ r . ~ ".., 'd. ,'. ' .' , ::l ....' " A' " ...', :J:: ,. ....... __ /$~ ~.'r'" <f"~ .." .,1 .......~:.:.:.l .----.... .,.~ . ,'.: ~~.J ~ ... .. ,...... _.......p-<:. orl pt. - '..~ .,.:.",.:.,1 (jj ~~~- " ~ ~kV @ I@ ~- (i)--, @ 0' t --.., X<j"OR ox SIZES -WJNDOWDlMS A DSll-ANNOLASS WIDTH limon'!' ma. (+) INT. (.) ; .. 60.0 67.0 50.0 61,0 50.0 67,0 50.0 67.0 50.0 54.2 50,0 61,0 50.0 64,9 50.0 54,3 48.8 4B,a 42.9 42,9 4 51>.0 67.0 -;r -sb.o 50,7 6 36.5 , 36,5 6 36,1 36.1 37" 4 50.0 . 67.0 53-1/8" 26" 6 50.0 67.0 ,74" G 60.0 5D.1 37" 4 50,0 Sg,S 53.1/8" 38.318" e 50,0 50.1 '/4~t (} 39,6 ' 39.6 37" 4 46.0 46.0 53-1/8" SO.5/8" 6 36.1 3(:J.1 A::= NO, OF ANCHORS PER HEAD & SILL' SERIES -8500 ALUM, HORIZ. SLIDING WINDOW ,C9~PARATIVa A~ALYSIS CHART BASED ON Ht.. -1130 OF 07-21.95 TEST sIze ~ 72" X 4811 (OX) DESIGN LOADS:;: +.50.0. .43.3 PSF WATER INFtl.TRATION TeST.:1.s P5F 1E5TI:0 GLASS:;: osa ANNl:AL~Q 24" 361' 48" 60" 72" 4 4 6 6 6 4 4 a '--6 6 ;wr 24" 36" 4BII 60" 72.1) 36" 2411 3611 48" 60" 4B" Frtli PAR1 , 1 L-1:53 ~ 1..761 3 L.76i) 4 !.-1~4 S L.na Ii !.~7S1 7 1..736 a t..767 9 F'S~OQ ~ 10 - 11 ('''770 la I'\lS-003. 13 I'IJS-Q05 . l~ P\lNlQ4 I' - '16 - 17 L-na lit . 1;-163 19 1.-764 . 2" I..,.u -!L 1.'741 22 1.-7~ Q\J,l.NTm' I 1 a 1 1 21 VEHf I AS RtQo. AS RtOo. 2 M:'RCOIl. AS !lCOD, AS RtQD, AS RtOIl. 5/ VENT a . e. 1 21 VENT , a ~ 'WE.EPHOLES.l WI ... "....1Ja" X 1/4-" DRAIN HOLE) AT 1-3/4" FROM EACH\j~..9 W2 ". (1" X J/\!~" WEEP HOLE) AT 2" FROM EACH END OF Yl;.rtl I g ~ 6, ~ gf P ;J: X C:~ A . r r i~ ~ ~ ~ ~ r - r I@ ..1 ~. I?L ~,:@ l I y!~ IV--=:'~ .17 ~~ Wl-. __ . . ~@l.~ei .A ~ :: ~~-!l - ~ -(9) :0....-" ,. . -' ......-~/t\.'.~ .11'.' ! ...f i\'" I". ~ .' I . -.. ' I r · I, 'T' ",,' '~,"llIlJ '/ J.;;:: / rtaJa ~ .~ I W2 ~= ~ti ~ 91 ~ - ~ C______ --r,l ..-:--~ .. 171 ~ 'f ./____. J 16'1' O!l 2.1r1' tvPIC/l1. ANCHOIfS ----------...-- wooo eve/< L-_ . -1.87:5- r 1..a~"I I 1 :l I I 1 2.000 I ~ ?I I ~I) ~ ~ @. '" I e,1e6 L' .... 1,\26 I L. ..~~ J ~:J ryp, - t~l...J f i .osa TYP. o :3J---.:-r M6 I 1,937 L- ,. L ..: ,H9 fRAME JAMB FAAM~ HCAD {' r1'313- , r:=, ~ I I ~~062 ~~6a e.5611 II T'f? J lItu ~ - l---la7s~ - ,ela ~- I i L-Y-T ,;JfL- I.~OO ~ .M!JL TYP. :I~ ~ ll~ vENr ToP/eOTiOM RAiL @)' IS\' em allY . \lOOD BUCKS . @ t . - "'-.22 r--Tl ~ 0 l~ .~ \ ~_._~ ~ VENT IJ IDT H D\.,OPO. .~ . ..~~ / - /' .. h. ~~. . "i/V. ) ; ~A.M~ lPP CO.B.t1m ~~~ - - I. TKl9 PROQUcr IS OESIGNEO A3 PER Thf: SOllTH FlOAJDA IlUILOiHO COOIt 1994 EOmo~ FOR 1oIL4I.(I~DJbE COUNtY OR zoot nOAJCA !nJllQINO CODE. . IoLSO fOR WlHO .LOADS ,4.3' PtR.ASCIt 7 tlSINO COlll1ESPONCIHO LOADg, e. WOOD BUCKS f1l' ornEA9. Must BE ,!,NCHO/m> PROPERI.'" fO Ti'J.H3ftR LOADS 10 THE STRUCTURE, . . . . 3, ANCHORS SHALL Bit AS U5TECI, SPACEO AS SHOWN ON OfJ'AJLS, A.NCHOR E~BEO"'(NT TO BASe MATtR'AI. SHALl. BIl BEYONO WALt. OR~SSINO OR STUCCO. MANr.lsuPPliEn/RE~S IlESCltlP1'lOH W,TIlH.l.r. f'RAHlt HUll 6W3-TS rRAHE SILt. 6063.15. - f'RAH~ JAMI 60~3.T5 FIXED RAn. 6063.T6 VUlT l'lttnNI3 RAIL 6Q63-TG rop /IlillllOTiCli RML 60S3.!! JAKB STILE 6063.'(6 c.tAIING BEAll . ALUl1JN\JH rAAHUVtliT ASStH&I.Y $CRE:'J$ . fiX, RAIL SILl. SCRE'J~ .. VOir JMIB RIlII. 'J'11RlPPING Vltr(\, rUf seAt. ....CATHtRST~IPl'JHQ .. fll{ stAL vtATHtlUTRIPpma .. fIN SEAL ....EATHERSTtuI'I'IOO .. ROl.1. rO~l-4El) . e 1< 3/4' P.H. Pl1Il.l.l1'S . a lC a' P.H. f'HlL\.lP~ 11-4' iliA. ll\Jl.Il .197' lC .210' (79110.6001..9> "97' x ,3:W C7e~4.600l.7) ,UH' l( ,3W (793IHQ01-'l) .. .. VEHT iACf: GUIDE VEHl ROI.LE1t HOUSING VENT ROlLtR/VHtEL SIll.. TRACK INStAT vwr LATCK VOO \.MCH SPRlIlG PLAstiC PLASTIC llRAS! 6~3.'TG 6063-T5 .. AT a.lIc;' FROK tHIlS II HIDSPAl< AT EACH END @ ~ 4 EXTERIOR \/lNPO'J ...lDnl ~o r.AYOUT ~X O??OSI~ J v ~ ROLL fORl~EO AlUM' O,lRINO SEAO -DSB ANN. GtASS AOHESIVE . 1EOOINO COMPOUNO ",v '\ i\. I / 1,\ v:~ il ','] ) .QLt\zrNQ DETAIL Flxm "no. RAil COR~Efl ~w ...~ ~~ ~~ .hPPRO~Q. CONrjGl.!R~Tl0~.s . GLASS WIDTHS TO SE: EQUAl. ON MOViNG ~I:iD F1xm LlTE~ WOOD "SUCKS Nor BY LAWSON INDUSTRIES, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER. THEM TO THe BUIL01NG STRUCTURE. T"iPICAL' ANCHORS: SEE:.. ELc.v./CHART' FOR SPACING 3/16" TAPCONS INTO 28V WOOD BUCXS OR WOOD StRUCTURE . , n MI~. p~NETRAnON INTO .WOOD TrlRU lay WOOD BUCKS INTO MASONRY OR DIRECtlY INTO MA50~R'( 1-1/4" MIN. EMBEO INTO MASONRY . . SE^LANT~ .' EACH VENT CORNER SE'.Al~D WITH WHJTE COLORE.D SE'.A~Nr. FRAMe: SlLt. _oil ... r'9221 ~-T 1.0;~S~ ~.993 L . .050 r,.43~1 '7~sq~~~'~ f t- 0 1.610 .6E- --1 Ll.OOoJ SILl.. TRACK rJ.6:lB-, "1 .761 r I .: \ Y-A:' , I --r. .92J. ,7113 L_ _-1 ,- ,0Ge! JL J -CI.OCH' FIXED Mfa. RNL MEETING RAIL t . rl,S~B- '" I ['062 J ,9r-I~t ~j ~6 LF4 J ~i.oOG JAMB STilE ^f S' FROM E/lDt .. . @ nPICA!. A."lCHORS 114' SHIH HAl<. ,lll' tfll. t. ~~ ~t . 'i'r/ .~ ~ 1-" .. . I~ . I. 4' - , .. .. '~ . 4 '~4' Ll,..' I' . \~-: , fl4' . , ~ . ,j. :., .a ,.....~. . (!. " f I", I rlI' l. ,,'..,~ ", . ' '; t't.. \of .. ~.,liJ I.... ,,~, .}.t . ..~I:ll.~.::'.,.:.r ~,,'. ...r.!..- ~ (if D.L,IJPo. ..,.. ,. ~ +i I ! ~~.- ~ '/....... y~l'li. ~QP/aQlTO)...l CORNEas :t> l' ~. .-/ ~ ~~~~~'. . ~7 "/~ ~vl/"." . !/~ ". ' .! mAlAr:. BOTTOM C~RNe:B - ii~ ~ ~. V " II 1Q S.H,S . la" MIN. WOOO EHSED ,..ta 5112" FROM CORNEAS &. ~ MIOPqlNf 2 lC (P,'t'.1 WOOD llUCI< . NOT av LAwson INO, HUST SUSl'AIU IMPOSEO f.CADS --:"" 1/1." ~ SHIM tlAX... .- 3/16" ANNEALED GLASS FIN FRAME 2x WOOD BUCK HEAW DUlY RAIL TEST UNIT PERrORMANCe SUMMARY ~. ~. SHj~"'" r'Z49" ~ ,\ 'i ............ 1"\ ,6a~7" LhlM,1 0@ /\ :" 0' WOO""," : I "'-. - CUM ADHUIVE 3IW'''AHN. BEDOING COM?OUNO OI.t\S:: I .. It J1S: (j~A%INO ' I' utP I H [Glnl II t j .~ ... t.o:r-o::=; ~~l IJ" I ~ jJl1"l~ ~ . tf3\ rbJ I~,. I \.V I'@:: A I - . ClIAR AomSIVt BfOOING ~OHPOUNOl r-3/1'''-ANH. . GLA$$ 12 (!') ~~ ~ '1- it 10 5,H.S, ,~- MIN. WOOD EMBEO SEE SCH~uU DEl.OW FOR ANCHOR SPACING ITVP.1 I. 1 2f,," 11/ 'l5 \ / /\ ~ !if II REFERENctrl fllL-1B9' 12-"-97 TUT SIZE:I'~ 54..1Ia" )( 75-112." T1!ST LOADSI .94.5. .94.5 l'SF OESIGN f.OAOS, .n.o, .6).0 PSI' WATEA INI'H. TIlATION TasT. 9.~ PSI' TESTED GLASSI 3J't.-.ANN~~Lm MAX. JAMS stREW SPACING. 15.3/4" & '0.3/4" E'_- 7 y i tlA," 2,aSQ" '" ~\-~ - , II r--"" ~" ~ . @f. I ~t~;~hMk~a @ WINOOW WIOTH NON:J~PAGT RESISTANT' -- PLAN VIEW .- WINOOI., WroTH. u :;to LJ H!AVV OU'I'''' HE!TINO RAIl. I, ,. '.~ i N,T,t. .I 120_~/I&"ITYP. 'A' I ~.U2" K~)(...t- \CI lTV",I" I 3/16'.ANNeAt.EO G~SS.HO ~AIL WINO OW OOMPAM1Wl! , ANAWSIS OHART WltoooW OeSIGN LOAD oIMeN~IONI 'OAPACtT'i' P$F ~~~m ~~~~r PQSITIVI N(<l"TIVI \f. 11. 6:n SIU "2s:1ii" 16 It '6'i:,"4 f ii,.". I 3i " IU . &;" '."i'ii:~-" .sj~",i,' I . 6),) he:. It.lIl u'J uu za.li2" 10.2/1 "','u 'iii:': . 'Utj'f". j$J ; ,ni'j:i" is':" . . t1t:4t;a4. I ,.., t . 'toil.'. . ".11' " U,J :t1&.1 ..... ,,,. It' ,",,,,\44 I ."U....I. tl.1/2 &0.5/0 U.J 2eu "wii'" 1St f. 6':; . .. .. 1J~O' .. ii.". '''i,:rh4 ... iT,.. \f. 111 0).3 U3,e. it:,1 i " tt ii::i'.Ufo '. ',a',:, "n ' (61 ' "U ,. Wi.'i . "I'" _""'UN' . . . .... n.11I ".J . '6,' IMta 6'" 2U,' 'fa:i,'i n "".'"j iu.2 . 1.,' . I'. .. '6ft:i" I' oU",\"o:i huh,u . n-ll1 6J I 112 .!~:.'!'! 6),1 m.' 28:'12 14-"4 .. &j.) . '" 'HH;i"'~l. . l' lTl " f?:!U'H ,2., ',:1:". 61.1. 61.' lItJ.llt PARCIlTHfSlS IIItJtCAUS kO.Ill" Af/t~OAS PtlllAtlII - ;J.:JI"- ,. tnp.) , ~ rOil: I .." fA~ a~ Va . r I'D' ~g. ~ 40 ::J'" ~l ~ o. ,1m- ~~ a~ ~! ~M ~/5 ~l! CC!-t ~:'2" CTYP I. . &~1I~" HAX. ITVP,I .. ,j I~~~ . ~'rJ~ i@ 0 ~ ~ 2,299 @ ~ ~t~aHT . 5 --f;1I4" MAX. SHIH --- , '~~~R v (iO) I ~ '7 I ~:rr-:- 18 fi1i"~ t5'l 28 . ~nJIV . . r /~ 1~ S,H.S. tw' MIN. WOOD eMBEO . @ !i.1I2" fROM COFl.NEAS . &. @ MIDPOIN'I' , / /// //// ~./ ., Ii WI .'81" elll r ,..~ '" ' ~f~/ ~~ C? if II '0 S,11.!l. 1~" HIU, WOO!) t:MB!O (,t 5.1n" FROM CORNERS & @ HIOPOIH1' l~ lC lp.T.! . WOOD BUCK I.It,ll- LltIP.T,' WOOD BUCt< - HEADER & SILL SEOTIO.t~ . ALl. SilL SJHDIOf\1 ." ELEVATION FIN FRAMe SINGle HUNG WINDOW NOTeSI 1 THIS,WINOOW SYSTEM IS OUIQNEO ANO reSTEO TO (Ol1Pt.v WITH tHE R!;QUIREMENfS OF THfi 19~4 OACe: COUN'I'V EomON OF TH! SOUTH FLORIOA aUI~OINa CODE 19.J1.a.C,1 CHAPTtR 4. CHAPTER 2). CHAPT€R 3', UNOER THIt SPECIPIC CONOITlONS SHOWH ON THIS ORAWlNa, l. Z lC WOOD QUCl<S SHALL BIIN9TAL(;O MONlV LAWSON IND.I AND ANCHOR!() SO THAT THE GlJlLOINQ IUSIS15 THlE SUllE!lI~OSf.Q lD~OS ItJ AttOROAl-ICE WITH REaUIREMENTS OP '991. S,II,6.1:. . .'J ANCHO~ OsSCRIOEO IN THIS LAYOUT ARE AS PER nst UHlT. OtHER , COI'fOlTlOIiIS TO DE ENomUREO sePARA TEL'l'. It ANCHOR CONCITIONS NOT oUeMl!!O Ilf THIS DAAWINO ~RI! '0 BE I':NOINUAED ON A SITE SPICIFtC OASIS. -.. . . ~..tl_'_'. ,.. E J: . i ) \" ,~ S.H,S, ,~.. HlN. WOOO (MlltO . , AS SHoW!i ON HEVATlOH 4./L" "'j . ~~a\~5~'it.Jc~~~W POA -Va-.ANN '", . MiW-. ' 11'0 S.H.S, Gt.ASS ' O~ OISTI lYa"111N, waoo tHatD \ CLt:AA ,4,OHUlvt ~'I'P. " I (jl) I." FA OM COANEIlS \ } EaCINO CDMPa7 . a. @I H'9POltlT 'I{ EHllEO. , , ............ < IT'I'P.I ,........... I r~~~OT~U(K 1,\25" . OJ ___. ru';..'Jt.o, ^ \ r -. 117. "L.. ~, I .'.n ~ 1.eTa!1 \ r::J1_..... @@ l" "0. . ~ Iv ~ '- - CU'AR AOHIlSIVI ~7 3/W'.ANN. BtOQING COM?OUNOzc IP T,) 01."59- - WOOD BUCK .JJ~:~~~~I~Q rl, OE..1.. 'Bitt. , @ I /1 . It t'Oll;,:;jjlS'~ u~ J \!t: ur'Thll1 '" toT @ I. I~\:: ~WDU1Y I A II ME1mN() RAIl. ELEVATION FlANGE FRAME SINGLE HUNG WINDOW Q 4 uaa~ ~ ~(2~ ~ -~ ~r~ ~~ /\.' ~ lU .~ j ,37~" Clt-AlING @ DEP'l'H IllITe) . , WIN '" ' ~f?/ /// //// ~ / ., . .". lJ.L .. eHOEo. .. , ~ 100 _ II A 4 -.J .. . ~ PLA~ VIEW 2.29'1" "'-_ SILL (3) Ht:IQHT . , 3(16I1ANN!:ALEO GLASS F ANae FRAME 1x OR 2)( WOOD BUCK ~€~nnH-TV RAIl. PERf'08MANCe SUMMAB'( .. REFERENCtl PTL~I89D 12..a.n · ~'IC II),T.I TEST SltEI 51..tler x 1"~1J4" .. .A ./, WOOD 811(K TeST LOADS. .9~,5. ..\11,.5 PSF . """"'-. ~ Ufo. MAX OUIGN LOADS, .63.0. -61.0 PSF ~ ,..' 5Ht/i' WAnAINPIt.TRAT10NTESTI 9,SPSjI . ..-'" ............. TfSTEO at-ASS. iUl~".ANN~ALED HA:<. JAHa SCREW SPACINCla ,5.3/4"!r 17.]/t." . NON.IMPAot RESISTANT 3/1 a.mNEALEO GtASg.HD ANt. WINDOW COMPARA11VE , ANALVSIS CHART wmoo\Y CESIGN LOAD OAPACnY" PSP PiME/lSIONS WOOO GCI1EVr9 (2;c WOOO I:i~ TAliCONS (1)( WOOO euclQ TAPCON9 (IX WOOD aucl<) ~~m ~~~J ~m.~: 'OSI!'!V! Ii((lMNC i ~mJ~ PO~\1tV! tlEllATlvl ~m~ l'Q\'f('iE N(~A.~tVC I.,.vm 1I).;I n~" It,) IH.4 n... HO.4 . 2'.....;;;' 6'),1 ;SP.J . 'iiJ"~' . ";'oA:i e',.; , 1'1),1 . . It 2' 11' 1........H. ,., ~.. .... . I" . ." . ., IS' "UI.t,I,HlIl" u.......... t . )7,. 6!-~ . , 114.1 ." !~~,... ...1.I..j. ap. IH.4 $).\10 1l).:I n.... SU 12.0 n,) au ,'~~,!{.,. 6!,~ .. u.~~!',~... . "J. I~'''!'~ .. 'J.~u... tt '~!~!i 2~.11Z n-m m ".n:! '. 11M. '1St 6~,~ .. . ,!'.7:!, 111 ....J~t. \64.'7 .n n.s "... ' n.J at.) 6U ,IM 'SJ:tii 'l~S . D",H. U4 i')~J 5i:"'" 0),1 i2',i 1f.1I1 1),1"'" .,J.! 111.6 a:u. IU.~ 2i:';j~i'. &i:tM IW H.. ii'ii.... 63.1 e'.1 n. ,1.1 .... . .. ,i, it toU ,',' tilt.". tSl 'lej'" "~6'. lSJ II ..,.j:i.... "II ...,;., .iJ . ,it, ... H. n .nf,....... ... 1111 .. . . . ., It "" ,. " ,"tilt. &I.1l1t . U 61.0 .. &).1 'U ".111 ".J ~O',9 .U ve., .u nu 2,:'ii'z . ',i;:!n..., . "1:9 .. 'ii:,'.'" ....h~4:iK.' .. '''ui' .. u"o 'Hi', II 5' t,. .. ;',:i ... .u ;,'j.OH' (&1 i;:i 6,.:J leI 41O'S'ii'" IHii:i.' ALT. HEADER &SILL.SEOTION 'SMIO aU ,/ , h. ....'i'i:. '....W.i".. 6", .'.e. >__ . _ U.lIl, 6U 211,_ au. 13M U,1"ll.Il 'i':V2 \'1 n.) tSJ.4 ... ,'j:i'" . ';00:; r"l U:J 129.0 ",11" I 6] .. " .u.t . ."",",,,, . OJ II "'oti" I :n, 6U 105.1 . 6U 11,9 63.1 'I." ~:r-;;. it;" eM ',;,:,'" so.t 6).3.U . ,,.,,. 6U 110.1 .~u ,.. '!':O" 6U ISL1 'u.,ti n,) 11M ,'" "s.1 n.) '~9.S 'n ".114. t1l 'u ~ 8e:8" 111 'u ":0 19I 61) ~'u" tlO.rNPA~t1lrtlESISlkll\CAHSNo.OJl n'lIi 19.0.' . ,u . -, 'it.s' ,,',i. AktHCAI Pm J....liO 1/.1 if o ,--. .,8 · e ., ~ or or I . ~. v-.!ltt." It TAPeeN @ 4" FROM COANERS 4 f, 4' I - Ll .c'4" (TYP,J /a-HAl<. (TYP,I . 6 . " 4 I - 1. ", I (0) " 'j~7~ 168) " ~ I~~ @'. ~ 111 I .6+- ~ . ,It!'J'' -'--[A ,6B{' @@' :~ "0 " t "'-...... ClEAR AOHESIVE atoolNG CO/1PQ\JtlO .~ e . T~, ~~{ ~~ IB I a ~ ~ l'"'tll.-HAX, "..... 51-1111 II lG SoH.S, \y,. HtN. waoo Et1B!O ..... .llotstD." ljlI6" 'ltOH CO~N(R!l ~ > /' ';--" 21CIP,T.I... .I ..........~ weoo a!J(~ -' . .4 . ~ · ~. . 1"4 r-t~'t~ 4 .f. /I or I~ .l~ . , ~ 1~1I0" MIN. . EO?~P.I:JT' 3m"" TAPCONS (jl) ,. PRON CORNEAS . @) @ \. HEADEf\ &. SILL SEOTION U~S. NOTESl . 1. THIS WINOOW SVSTEM IS O!SIONEO AND wm:o TO COl1~LV WllH TH! MQUiREI1ENTS OF tHE 1994 OAD! COUNTY ,EDlt!ON OP THE SOUTH. PLORIOA BUILO/NO COOE 15.',0,1:.) CHAP't'ER 4, CHAPteR no CHAPTEA 35. UNOtA THr sPtC1JflC 1:0NOlrtONS 'SHOWN ON THIS ORAWlNO. 2. 1M Oil 2 Ie wooo aUCl<S SHALl. Bit INS1' Auto (NOr 8'1'I.AWSOI-I INO.J AND ANtHO~ED SO THAT THE BUIlDING RESISTS T/i! SVPERlHPCSEO LOAOSIN ACCOAO^Ntl WITH REQUIR;HCNTS 0/1 \9'H. S,..,9,C. 3, ANCHOR OESCRISta IN 'I'l{lS l^,l'OUT I\RI! M peR 'fEST UNlt.O'l'HtR CONOlTlOI~S TO BE ENQINEEIUO SEPARATE!. Y. 4, ANCHOR CONDIT)ONS NO'!' OEsc.qleeo IN THIS OAAWlN(1 ARE TO OC tNGINEE:I'aD .ON A SIr! SPECIFIC BASIS, . -" 7030 "~W. 37th CT. lilit. ... AiiATS O'N MtA~". (lOAm 33141 ,; . YV (!O5) 696..8660 tI,; ~DiJS'RtE5.tHC UAMJrU;IUR[RS or WINDOWS . DOORS I' ~ 6' _tt 6'L _I 6,r -I ~t 6' THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST RouQh openings o.re 114' sf'lo.ller on eo.ch stde o.nd 1/4' si'io.ller on -the heo.aer 1ho.n sto.ndo.rd TherMo.- Tru rough openIng diMensions, Use only 0. Mo.xIMUP1 of 114' thick shiMS, Predrill the Jo.Mbs o.nd headers using 118' drill bit Predrilling increases structural perfOrMo.nce, Use only 2-112' wood screws (#8 and #10) when securing the pre hung frOoMe to the rough opening buck. Dry:wo.ll screws, deck screws, o.ncl nOo\ls o.re insufficient oJlChors, o.nd should not be substituted for wood screws, Be certo.ln of' the nUMber and plQceMent of all screws securing the f'rQMe to the rouQh opening buck. Consult the architect or engineer of' recorcl concerning t'o.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 ~ILL BE ACCEPTABLE PROVIDED THE 3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOW'N, THE T APCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME{, 1 x P,T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS, rt I U6' ~h IrE~ 6LIII II 6rr' L3!- ~~~ ~ ~~ 1 ~ I I ~1-J.6' {/ . 3'rr I t~I~ I /-.16' 6L I I I I I - I--' - SPACE EVENL Y -I-- - - i--' ..,... - SPACE _ I--'IoEVEN~~_ 1- h 6' 6'L II I I I ,- h 6' 6,r II I I I ~J 3'lr ~tlr . $' ~H~t~ II II1h6' ili~ll U~ SINGLE DOOR SINGLE DOOR 'vi SIDELITE SINGLE DOOR 'vi I SIDELITES :llf r ~ 6'L III II ('- -3-'1- I .. ~, I I '~~ 3 * -t- llir.~ I~ II d.J6' (~ L... 61:'"'' \ I I , 3'lr[t~ ~ :>1!~' DOUBLE DOOR 'WI SIDELITES I. , 3' 3' 1 I .1 I (t 6'L I f I -L6' c:,jiJ "JD 14 ra:~r- ~_______jf~ i~ l - -'", SPACE EVENL Y - 1--.. 11111h6' ~l~ I rt I I ~ I , l1h' I T -r 1- !16' j6!~ 6i1-1 T~i -3~! ~f- !,c..*Ir..' DOUBLE DOOR ~ CREATED 11/11/02 120 MPH 3 SEC. GUST r E D'ANSCO ENGINEERING, PA. P.o. eox 3~ .. APOl..LO eEAC1-4 - FLORIDA - 33&12 ~ .. (813) 64& 0f66 FAX .. (813) 64& ca6ca8 EI2 451'" @lliESt DRA'MNGS AND DESIGNS ARE mE JOINT PROPERTY Of DII.NSCO ENGINEERING. P,A. AND lliE .... IV CUENT ON lHlS PROJECT. ANY Rf:PROOUCl1ON OR UNAU1l1ORIZEO USE IS PROHIBlITD, - 2003 ~ LENNAR ~OME8 8CAL.E NOTED PATE 11/02 DOOR 4 WINDOW IN8TALLATlONe P~UN e.v. T At1PA DlvlelaN \.. DE Joe NO. A1 - &021 ~ 6DW2..L I~ ;> .a ~ ~ ~ t! ~ C"\ !2 ~ o 1 ~ ~ ~ ~ ~ ~ 11:I1 ~ ~ ~ ~ 8 N r:: ~ ~ ...l ;tJ ~' \" . III ~ . of /:"16-a TAPCOll @ (J 17 I A IS!.:' SOiEO\JltDElO\ol - ~ V, rOll NIIHqtA 01' At!(HORS) /' J-~ ~~\ . ;:,:,. I 1 \ II v'I' F '. .. \ .. ,:",., ! ~.... .m' ,,;,.~@ d S DtPT~ 18tH! ..!-1.;-L- --:- wtflfll'lW WI01H _ PLAN VIEW 3/1 Ii" ANNeALfO GLASS .-- FLANGe FRAME . 4 , d __"W' 0 TAPCON 11< OR 2x WOOD BUCK , ,~ /, ~ I.' tAOti COANCA. STANOARD RAIl. , ~ . , 4'. reSTUNrf A"'''' , . . . ~, Pr:RfORMANCeSUMM n' . , ~ J--I. (P.T.1 A;ER'E:NCE" I'TL.IQU Iz-o-n , , · ,/, \01000 GvCI< TEST SIZE. 5J.I/O' X H-1I4' "'> ~ ...t'I.:J~)(' TEST LOAOSI .1>7.$. _6'1.S PSP __ ~""' OESHlN LOADS. .1.5.t, .1,5,0 PSI' , , -- TEsrfO OLASS, '1,~".ANNEAL[q, _ 11M( JAMS SCllt\ol SPACINO. ,S-J/c, .. 11.J/4 , h1DN-!MPACj RESISTAN.! 311HNUEAlEO GlASS.STO RAIl. WINDOW COM?AAA'\1Vi! . ~I.YSIS CHART oSSl(;N LOAO OAPACllY. P.s? 11\!~~~rr, '11000 D\lClll '1'APCOm UK \YQOO B\JClq 1N'COIlS IfKWOOO BIJ~ wooost\1&lS~ OTV' Of nt ~ta>\TlvC oTY, ~t ~OJ,"vt NIOA'Nf ~]t;.J: l'o,1T1V1: ~lIl"TIVC 10,1:1JI potl I ii~n-I s \ ~ 6U l4U .l.J 104.6 ~~.J... (~... ......-- ._,;';:,.... ......-..... ... .'H" , U.) \C'.J lJoJ "..'I "_~:.!.,, Ill'" i.- - I~l .is 12i.~~- U.l 10:1" ~~~.._ ......1.J..... ,.. ........... . 'iu ....i,~. . ;i., ~ iU U.O ' n..'l . -.,/ .,..1 . UL\ . ..'.';!.. I ..~I~~'_ . 6',) ;;.~; ,'", . .;,li . ~~.J _ ~ 'no"! I nt ... .1,lJ .. I.',~i .' .)j" '~...' . In '6.H . -'~:L, i,!.~' ..." . , la1 U) ..,,.,' . . h:i. n,l UJ. '11).0 us \1U .. !.J.~"_ _J!?;.~.. ,m 1':~; iI,' 12U.... 6).1 ".t LTI .. .......... -.... 10.!/' (11 . ,i~' .... to:I.~~ . ~1.1l ~.!?'~... ,~,~... . i~~ :~~' u:~ $4.' ' .,.J 'lU 1 U ,,,... n.', !!::" , ,....iti"- - -ni~a' . ii:,. ,I!i,;"' lU :. :~~ ' i.',:i'" (11 n.. i,:r' 11.1 It.t , ..,.. ... it3 .,. ''',;7; ';,:,' .. -ii.; , U:, "., n.. '1'" . I].' ,_ ~l.t ::~ ~!~ '-"i1 .. "",,'.i IU t.~~ I7l ," I).) HI It I "j eU ',~~ III n.. IU . ;',.0'.' '-rt:'.. ,. ".. ~... . ': .,. n.' I\~' n.J' 1&1.1 61..'1 111.0 ,.. ,','j"~ "Iiu . 111 . ih ".ilt' (7\ I""J",' ~~~ III .u ,.... ,,,.,,,, a:.) . . ... '~L... .:. :. .. .S~IEj:Z2.qgfLANGIi FRAMe SINGLE HUNG WlNOOW TEST I./I~ee.... YN~f.OJ1MNCe SUMMARV ~WlOI~ O"UOO/irn,.UDO / T(Sf S1:t. II 'Ia" 1I1/~" fv.HGe I' ovtA I [ oJ 'Tt$flQJ.OS,.'L,..lIJ"~lItCllhw~.eUCl(I /. '.; l.tn'<I ~1J1C~ ~04QS, . itA. ."" PSI /7~~ r ~ W~lt"lN11l.TM11Q~Tl$1.'.s'2~ ! ~~'//." ltS!to ~ss 'J./~-.4W"t~110 o " /lAIC. 14118 HRIW sPA(n/Q, IS.]/4' ~ ".,,~. l:lt 1~t1,oM\\'lI/Q..or.H,.101n J ..I, -';' IWitO gl( fT\..UII1 a~" un ,'It , U III' .1L III'. nl~'( 11 oveA ,It, t', ,. IllT LcACl . .tU. .Il.' PSI tit OR l. \10. OU.... O(~Il~C'OI. .LU, .IU ,S~ (c) (). nlTtll OlUS, ]n1..~....t.UJl J: U H,l,)(, JII'I' 'till.... (.Iem. 1$02/L' , 1',2/1' J l~tr,o~AWIIIO" .roO'". OU) . m~?i: ~1~~~.1 '. flAA01I1 cvrllll EI.EVATION "'.1 ~OAQS P 'lu...rt'J' II, ~A I. WO,GI1O\I .. .."'"'f"..... S.H,I'I1I1OOI'I OIS'ON 10AD"-' ....;'0. ..tit~~ "..",". ,..,.~ tt5HllOLASS'~ . I1U!,IIIIIIt"l.... PICJII;, ,s. ~ II' UlU, OAAIWIO - D1..I1,1 01' T) BASEilllH nl,om~ an s.n . n'. f( VI'. !LINce II oveR U un lCAOS , ,1t.},'fT.fPH} Ie OR 1.1./0, !1J(;t I ~n'fro~~tNs '.jfh: ;mItf]) /1A)(./AI1I sc"tw "AtOlO' ".214'" 11,"1' (!It!. DM\WiO ,U1...tU.40HI I'PRODUOT SPECIFIC CONDITIOrj~'~ ... -" ...... ..., .. 1 OI!SCR1PTlQ.t!.,0.1 j'80DUCTl ~\~ ~" HAllot fnAHt AWJ1JIt\)I1 Slljc\C Hili'" WUICOW lU f~1 IIlAHC AlVt\I~\Il1 SINalC IMlG wmOQ>I Il liQtI!1 OU'GIIAT,Q!!I stmlS. SH.HO~ IfLN/OC Ofl rill 'R~HtI U ovrnAlI ~I~.CJ IV-noUf lUHe UHllSl U 1 nAllce. U III' ,,'d. . H \I~' ""~~, 1 TlI-c..p I.J l tllO" "lfG- ..ldt.'S II)" Nab. '1/1' -lit, \" toMIC\J!\A1101l. O/X u ~..Q!.!iJ..!!.ulURG(lT TUteO IItnUI U.I fLAIICt. ~~ "." "idt . a "". "'g~ \.S.l flllt SO ".. "Id. . 2I1/~- "'9h 2 tv1ATWIAL CHAAAC1$RISJICS; u 'RAI1[.Ai<') YCNf HA1CJnAl,ALU~l1U1 AllOY son.TS Co "lite IOtclf,C taf'"'~ 'rpoL U~ . 1 LI OlAll~a KAltR!AL. 31l&' AlUl(/,LtO OLAS~ Il^G, 1I0,IUO. Inr. Co lUll , DSO ",,"(ALtll CLASS IlAIl. ".,In), IU', r. 10911 1.7.2 ClA21l1Q H(THO~ CX'[RtQ~ 0l..41eO USII/Q II (teAR 'OLO(,[O ADIlUlVt '~1\I(Ol<t" 0(0011'0 tCHPWUlllo.t.l001l A 110 ALUtiINUH ROLltD QlAZlHG CtAO. I U D"YlIaIH Ol'tHiNQ SllCt ILAnedT TUlCO fJllllSl /I~IO lIOJIT, U TII' wld..)J )/"~ "'w" ItLAt<<iC OR fill fRMitl OPclIJ.nu vC!<f, " 7f'. ,,14. . U )/~' "iO" litM/oe 011 fill fIlAH" U Fl1M<r lO~~Ull&!W:il I\ll HU~lll\Jl1 UtTIOllS 10.OU' Iro, 111m. cuH IOWIT,FRA"" tOAlltAS ARt HCtJRlO WITH TWO'" ,,~" $t1tlf HttAl scnt\ols. 1:,,1 I'UI '0/\ T'ttfJ I'f~ AHIlY"J ~OIA"flo"rot\tJ PlAIIr.t ..tAO. SO\,IO &Iu.n O,H9' ",. 101<..0,,,'"11I1, hit. \la' ~.u 10....0. Vl.1i~ll ~].1 ffl~(AOI $0l.10 lou.n O,lU...,.lt....a...'.I."hte. UU'dt.plOWQ,WL-n1l1 nAllet JA"'O$, ~Ol.ro . 6061.15 UU-..t,lltt.. 1.'15' r~I, Ian' un: dot, IOWa. 'L.1S0~1 :l.J.1 rUI/ol,ii'u. IQLIO Hu.n LU" ..I, II...' ,,1\' "", It,", I"~ dot' '0....0. H,Tstll 1,U fLAIIOCSI\.L' SOI.Ill Geu.a UIJ'u,.IlCr,.Ull'I."rOl..IIU'Q",tO\olo.RL.,snl .,~ llll.r 10\,10 uu-a 0.\01' eel, h(l,' ',~"'IM, I,C' .un' dUll 101010. "L.7Sl01 U.~ tlttlJlIll RAI\. SIlMl1lHO\ol COU.H lO~4" ",. h.... U'L' ...'.IIIt. a,1U' dU' 11)\010. "L.nD,1 2J.4 I\UI~IQ 1\41\. I'OJ 1l0HO.... 0062." to'~' c,,1. h'., ,'U9"'lof,II... MOO' dl" ICWa. QL.TIUI 1.4 V!..' rO"UAU~ TION, All AlU>11lNH HtTlONS 10,DU' "l'o ....IiI. OUTT IOINT. 'Ol' AHIl DOT1Oi1 . '/Ctlr tom~tJlS fJlt Stl\JRtD \oIlTlt HID as I II~' Stl(tr "tTAL stRtlo/C. r."tHr.J"Il Tdt-, Ahll""ll ",hfJ rt~If'\,tl>A1..' 2.4.t ;:: ~~~ ~;~J ~~~~~~ ~~:~::: ~:::: :::: ;::~ ': ~~:: ~:: :::: : ::~::: :::: :~~~ ~:::~:: 1.1.' oonOHII>\", 1I0110'00l HU.a 1.0ao...,.hlf."UOt'I^',UU.O.TI"d..~IOWQ,.I..TJO~l 2.1,1 IAtlD R~ll. 10\10 '061." lI.12z' .,1, fH..' LDO~'I.~. fH" Ua" Gnp 10'01(1. 1\..lS01l 1.5 lJtATllttt.IIR1Pprl<C, .IbU.n.!l!.u nU ~, To If ~~ M.t Slnt!. noli 0,\10' "Id.. ,H'. h/ojl\ W~Y~ Clo\ll I.U S~QI' Ao'" O,\n' ..Id.. .l~O'II1,h Pitt ....lTH mHQRAl P\,AST'( IR' I,U 5lhn R.", 0.\11' ..11ft . .~w "'91\ Pilot \.I11H lIiTEl:I"AL PLASTiC FI!4 1.$." 5"0"no.. o.\n" ..iG, . 110" hIOIl.U \.IlftOHn'~AL Pl.St,C ,pi 2,'~~~D\"'.r. - ~ DHI'I"Hfl.~ '6.1 . lWO SpnitlO I. PUlltY OHAlice. f<l C''''l'. -J.U IWO SPM,OLOAOtO "l\/MlltUt1I'OO~ ~O(/C olle ,.lIma ~O^OCO Al\/HlHuA hOOl( lOlk 1.'" Fovn PLASTIC veNT UlTtlllon FA(t ClV'ot . ,Uti PluHlI U.' 1>10 ~ STU\ lMC,OUT aALAtllt n'l'. 1'0# C,"':>, r.U lWO ' 'OAlAkCE CV'Ot I. '.111. HL-H .1111its I u 1....0 I've "U' SHApt vefir ITOI'. '\oI~ORG' ""I' Co. l.' 10'11. "OUf) ~ D....'^'...,. ~ T . OiiC AT CACH 1110 0' It\.\, SClHeN HTAI!/C" A ~~~ :. ~~~;I~cTct~1'01.C rnl(MtOl~ Ie 5M 'lAI,ar. ') Itl' C.L, fnOH tA (HIl IiOkC uUa AT HST' '-1011\ 't fllSr, ot(OR>\TIV( t<VIilUiS Ant ALloWeO) ~ff't1'{." 1'''0'' ~. ot....,.,qtof},,, I }.I. I ell! CA!OIl HllttTllf, HOUO\# uu. n 0 Ill' ..IGt , lllS' h'9l\ , .OU' I,... wolllOl<lI. 'l.WlI 1'.1 lJilt.'OR I1~MII'/J 5Q~'O Hu.n I.II~' t>I;~ I ,OH' ')'II. ".14 !owo WL.1\lll U HII"OI1Cll1lrIT, IKl~C 2.\0 '.()$.l " . HONt '~. .. ' 1.12 HAL~lI IS' , fRAI1C tORlltAS. fllAHC sIn ".srAUA11ll1f SlACWS loIiO flxCO HtttUt1l . . ~M. AT CI'IlS ....tnt SUltO \<11'" to\,onto SlAlA~T. 'PUll,VtS SVI"'" UAl ',\1 AOo."O.~AL OUCAIP.IIO~' l~WI!,n.'"OUSfn,u loCrUll"CAIIllN L..H~ 1ft fnA"'( I1CAo. nCld .. , 2 I 4 . I 1 a , ,~ II 11 1) 1\ 'U " IJ II IT Z. tl II U 1\ n n IT 11 .zt 1. " n 11. .or r,;(.1.. nlOO, m~lt L.TH1 t l(~tfRlot1t IftAO L.llU 1 fll/ltUIW1U'\l lom~ 2 HA~C/AI.I1t lAlla L-'I51' I riJ/ IRAIIIItC,a l.n,. 1 t/.'lFRA"ts~L l,'Ut l ffllIAAI'C/A'" L.un I 'RAl1tfi)(lC RAil.' uo. \~1~1S I VlUT IcULl!.. ua. L.ltoO I FBAH(fIl:LOAAI4.f{lJ, t.m' 1 VtlCflO1 RU. - K.Ilo l-m~ I VCtlteCn~ft~L l,mT , , \/e~T m~ AAIl. l.1~IS AI AtO'll &.A%IliQ muo I Ill' I L,12" AUlo'll. Q\AZlntlehCll/WI lS.oe, AutO'll llUf1Ul1ltlelYSU>(WS fS.OIt IUln. 1lI11AlL41tOUtllCWS IS. 0\" ASAtO'\). n,UHLAll1lHtRlWI l,1U1 At AIO'o. IQlTCltI AAIl. ~'Tt IIU'r '''S.US AU{lrO, lJ/ 2tAl wtAtlttll,51Af PIIS.{ct AS fllQ'o.l1!I HAL WCAtIt(ll,HAll' PIII-eu AH(01). IHstAt lltATH%Jt,SlRIl' L.llll AUtO'O CIIltRIOHALSt 11\11/10/ L.1$I) S A(Q1l. RflI/llOR flue HlIIlll~ l"1:~ ...tel.a. SA$H 'AU C1I'DC t.,n I SUH tOP ~UO, /CAM l-Tll& 1 SA~tlOP l.llll , IlD(.' IHAt 11).",,11(1 t,'1I2 AS RtQ'O' \/D<1 LAWI L,ll)) AHto.o vtJ(f L"1tH $PIliIIG tille~H - 0\ US (lIART VI S\J(h!." ~(R[D<[HlnT L.lIl1 1 ~R~ov(I l~Ott J.ll.l.IlCil ~ T "'CIUIlOll OM MI\, "f FRAht SI~~ Al tAW VEIl1 jAhO n~!\. .t PI~U hCUtHO RAil. ~ 'At tACH In~l1t ~11111 1 AT fA, (I/O O~ oonCH RAil. ,~t t"~Il"" QOtTOt1AA'1. 7 Ptll vCUT IAMII RA1~ I lor r"'1l ;nAMI IAMB IAT CACH [,NO Of v"'T 10~ ""'L '.11 TOP 0' elCH fRAMe lAHlJ , l.'.\ I.'.l I,'~ '. \11 10 S.ltS. ~. 'Y,'I1I1I. \01000 (fl0rO AS sHaw~ OM tltVATIQI4 ISH SCItEou~t ono..... 'Oil t,vHllEIl OJ' AlitliOnSI ttC~"'AOtilsr,.,: . \rJ EllOtt/O (OI1I'QUN \; fHoto.' . T'rl'.l '.In'. ' - I /'1 go: _' I. IP.T,I wOOO lll.l~l( I/OT 0... LAWSON 11<0, HliSTsunAINIMl'9!rO' lOADS - 1/8'. AIIH. OlAU -.' .. :t ~ ~ g ; ~ ~]'~.l"l/<l, II 10 S.M S. rGE O'S f( 11'," M'tt. WOCO CHota t'l'P,. CiA 1,. fROH CORl/tRI - -; 4. &. ~ tvOgOIHT "'-- . K 1....7.\P.T.I --.: /' wooO IlVClC 114' I1A)(, ~ J SI/II1 J ~~0':" ~."~' ~"r I "--CU:AIIACI1ISIVE ZlllH.1 / )/I'.'AU~. OCOOIt>lC COHPOUIID WOOU ClICK-.-/' titASS . ,1W {)v%mO O[P'" I!liTtl ? - . . I / " Jr==;. ~ow I ~rw- .L(Q: ~~d. @! I~~: :,4 r r- " 114" SHIH M" . -\ .1: ,J .dJ~ STANllMH> HEETINO RAtl. . . .. .H" J_ ,1-11' ! r ~:~ @r,i~l,~ ~. :\(ii) \I /i:lt~ '\t:oI I "-:.- CL(^,\ AOHESIVe I~ . ' llCool/lG COXI'O\J1iO II! N'i'flOVeOASC.ol:!PlYllla\\mmi ~ , 1~!I SOlInHtORlOADIIlloo.'tiCOOe ~ I II rr= Uw DAr~fj;'Ji;;:'tutt ,100j;..-,.. ~10 Itrc:'.r-TT" !1l! "--~~~aliTB\" ,/ "'lA' /./" L 1\ ;,;.;,~.- .1.1 ~ PROOVCTCOm^OlOMSKHI '\8 I'" . .'. B\J!ltrJ,G cooe tOMI'tJAlIt! Cl'f1C4 '.u Uf':'" . ' Ate!:PTANCIWO.O\~lIW.Ot._. ~ , ' @. "- - }~' '. ., H'I~"'.rAP(OIlS 'b., -. W..r"~.H.)/' C)," FnOM conNCIl$ S~I/1 ,~,,:"~;:, 'If;,,~' -- c: ><::::. [DC! cISl. I. IP,TJ '7 4 I 1'fP, WOOD o\lel< ' 11 .~.~~"ft~~~~tl\~~;:ER & S'IL~SEOJIO~, _ ~?::-~I;" ~i:j' c~~., ""T=C:. . (Dote.", -= ~.~ HTHr I I01S'~"" . WINDOW S'(SHI1IS OESIQNtO ANO HstEO lO COHP1.... WIT \4. I, ~~~\tll(HtNTS Of' THl:C1t9s9,1. ~A(JDCt~~lJpIT;Yt! ~om~~ftn W ~~~J~tA )5. ALT. HEADER & SILL SEOTION HQMlA 8VILOINQ coo .... .. n. a ' - ,-, .~.. U(/OtR lHE SPECiFtC (Dl,OmONS SH1lWN Oll THIS ORAWltl , t, ~~~~Jj~~goT~~cn~i~~b~g~~~'ts~H~ ~~l ~J,~~~~roo.U~~S III AI:(OI\OAII(1: WlTli FltQUIllEl'ItN1S Ol' 199' SoP,!).C. Ai-I<l<Oil OUcMlEO I1I1IUS l"YOUT Ant AS PEn TEST U~T. OTH~ ), COHOtllONS TO Bt EtlOlliHAEtl SCPAMrny, " - to : I, At/ew.lA COIIOlrtQl;S NOT otscnlStO III THI$ onAWINO'AAt TO Be ENOmttA 014 A S11~ SPf("" BASIS. ,. HQ. lit jtAAtll1~lS!S "'t\lC~1t1 It\), O' ~"t/1On,'tIt ,""5 ~~m ~~m 1'.111 'ii.". " tl1 'il."i \'.11. ie.iii" 11-2" '111 ~i? I It:ii. . ".". ,,"Iii' .. I; 'Jj:,j i ",V' ii:ili' 'it It . ir.". It, II' '1~~Fi u IT ',,: j, I \9,'/1 ii.lI! i, . U,ll' @ 26 01 . ,~ I~l 111 . ..J:::~......,...--'... ..,--... NON~IMPAOT RESISTANT WINDOW WrtlTH ~ H.T.E. . 120" ITYP.'j 6.112-HAX,.~ -fc.~ Ir VP.I I. _ IT'l'P.1 l; .40 5. 10M ~~ ~~ r @~; 4 G -r: ~ .B"S. !; ~ all'" sJ ~~ ~u ~/j :if! 3 w ... f- oa b.. /// (f) :;.-:/ .J / ' ~f?/ .~ if I J-r. 1.-3/C," : IT"'P.! 4- - ~.IIZ. MAX. . ITYP.I ELEVATION AN FRAME SINGl.e ffUNC3 WINDOW. - .....-- - 11'"""""'q7-~Uy" SERISS.7500 FIN ffi~ 61N~Le HUNG.WINDOW TES! ~~:=J wm:efif\.fPRMAN~G S!.SfylMARX r ~stOel"HT".ml ' .' 1 I -@'UTSIU.SI. v,<." Ill' . FlM 11 cvtA Q 1- .1'.' r D Hit lO/o.OI' .IL.I. ,"J PU U. it'D. DUCll.I I$:,/..;-::,/;':.'/'/' OU","la"~s. ,u"..,.. PI' S' ,.; ....ATt~OII"'TRA"QIlTt$tlnp r lUlIO aLAIS , 1/W..IIl<($Ull I HAlt., 14H~ StReY 5JI.ClN; .".H\' ~ If'!'~' lRtI'.llMWlH3" oMIT.' 0' 71 [t J II~ aAS!O OtHT1.olGV4 ' d' , HIT Sla. u \I~' ,IL' . ,," 1I uvtR U ~ ~ T tIT L\).UII . .n,'. .tU PS' I I 11J0. outl\.! OUIIII LOAOI. .1I.r. .~u nil Tuna oc..us, O,B.AlMAU/f HA)I, 1411' "R1\4 'PAOli; . n- &. 11.'1" .J (l\11, oM\'j1lI3" .T. U1.1 OHI _ ELEVAnON ", f1WJC S.Ii. WtH'J'JW .1JW.St l 1(,. I.' 11 ta UM' CRI\(llIQ, C~ ,I\t WITI1I.J.W'Clll/lO. A..a IUltZCVICll r. AUOClATU. Dlr. t, ItL rCifilr.1 II.' PWC~I\IO ", F(RlUAAtlQ~ l('fil'O VeC~A10l\' 111L1Ii'A\CMl,'''' ntUAAU .INOEX \WIOOW bt5cn1i'llOll S/U'll\ASSlrl.lliOC rJ\AlltlHQ ~AIl. lfW ll\."nnUI FfWlW,Q A"'l . III.' CLAU/f1.AIIG' FIlAMt/SlI) RA'L 015 C\AUltlAt<<it fAA"'Cfstll RM. D'O C!lAssav.ttcc rfl,l.Ht!STI2 RAil. au OUlS/flN fR4HEI$'I2f\AM, PACftl~ :z J " . , t ROLL fC~k10 AIllI1:IM1 ~ou FCJlHllf Allll<J1'J;1 .1. )(~. PJi,PMI!I>$ IIOr ,. PI1\LltS .It., V'" rllt.UI'I III' 01A. DIJ\. "n-,,,,'" 11110.1691.11 .lu..,JWlltll-HO,,'I, ,tlrdl"'lnO.IOIl'Il II. vlJ(r /IH. AM,I ~WfNOOW-:J ' \01101" H. T,Eo ' rc:2t-9IW .1 A ".H"X. i {lVP.1 :1.111.' IT'tP.I ~ .. ... o !;~ ~~ ~~ ~6 r .Jfj'\ ~ g ~ ~l? iJ w ~ ~... - n -;// /// 1/ ~, '~ t S .tI11' ~!, i~ !j\!l ~~ ~~ ~.. e ..I , ~' {f?; C1J ~ ! ..I ELEVATION FLANGe fRAME SINGlIi HUNG WINDOW l I l..t;yp,1 I-J.. ,. HAlf. ITVP,I . I Ie 1l>.T.l WOOD av~l ., HOl G't I.AWSc~ 11-</1..:1 MUn SUST "lllll'LPo.s... LO.,OS d r I.'HAXr1- ITvP.1 i :"iJ/t8f;f ~'T'. . . A iYi I \ I 1.._1 \)" I. $JU. 1)',- MlH. WOOD tJ1D(O . AS .sIlO....N ClJHLtV",.I011 4", ~ .... ~ ISfe SCliEllCllC tnC\oI,f(lR ,-1/.' AHN ".'","" "llltS"".I. .N1.JtfOtRO'AtJC Dill} C\.ASS' ;tlCl..~Dlnl 11'.' HQI. WOOO El1DEO CLtAIl AOHESlVE TYI'. I 1U'FIIOHCDAJltAS \ \ JEOOI~COI1J'C\J7 ~ · ____/Oll/T, (PTI \ \/ fN1.r.. " ;; ~,v-~~":. \L\. '"," . ~~ ...I. /\ " / Jr-" ': · , 1L \ ~ ~ . Fz - .,~ lIA.:SKlH HA - ~ ( S.1/Io' ITYP.! · i 1:.... . ii;il CJ~ i" r @i! Of i- I '. '~ il'II,., 0 TAPCOH' , lSECSU1tO\l1.e: . enaw fOR HUl1lltR e~ A1fCl10RSl d /// ~ -:/,~ / I ~ .')9" . ~ K . :'\~' @63f.\ ~." . - t1.tAA AOltUI\'C :l/W.AN1,. OEODlml CI>>'\I'QWO, Ie U' Y.l lil.ASS . ~QOO DIICl( ,m.'llt~~!?I~ I I o...nHlil1<l ~ t / ~~ "u~=: >, J;} @ ~~': ~:ot1TV , . A I' ,,!1i6TWlJ IWI. r (fo) I 'I~~.~ @) ~ I '0. ~i1~11t ,- 1 ,60.'''' .'. '. ~~ ~~'1l '1..\1. la:V; , a;'. l' . ... $1-". \1.111 2i:",;i' ')1 ii:tii n,,,' t i:1/i ~.... ~"I/' .. ~1. '. n.lI. If,," .t..," 1&.'" ;".1'," s, I '" n.". If.,..., "2.:V2 ">>' n I,.va \f -1/1 'z'..1Ji . JT n-vlo ,.. tt.". m .. . I'. h~ fI10CO. .. .J \ .. - I I i .011.' i* 'It I . l~ .)1S" OU.ZlNO DEP1li 101ft) ....;ND PLAN vIew @ UU' / ' ~f~/ 4 , I 8/1 Ii" AN~NU.lEO GLASS FLAIG fA /I 1)( 0 OOD BUOK HCA~ RAIl. !~aT ...II........U ' rER I! ~~rn REfERfNCt!, PTI.,1&U 1%-8.97 llts'T SlZt. n-lI")( 11..114- 'rUT LOADS, .U.s, .,ts PSI' DESION LOA05, .6),0, "aU PSP W"T~ lNPIt.lMTIO~ H5T' 9.S PSF TfSUD O1.~SSI !/,'~.1./'m(AI.~g HAX'i'iAHIJ StAt\oI SPACINo. lS.)I"''' &. 11.314" NON-\Ml'AOT RESISTANt '. . 3/11l./lNHtAl.I'D GI.AS"~ JWt. ~NOO~caMPARATIV6 ,t.NAI.VSIB CHART mlIDllW OaSIGNLOADOAPAcnY.PSF. ' , OlMtliSlOItS wooo aCflQ\'3 (tlWOOll DIJCl<l T~ (fA moo DUCl<) TAI'OONS (tICWOO11 oUG/Q ~m~: mlllve NtI"'M. ~m.:. pOlmve IItGATl'Il tm.:: l'UIMe H(~M'vt '.~ It..., . I~",," . .,.~~'::- .,J.t . a4'" . 6.., I1U UI .p '!~ IS' ......,!!.... !-I.~HJ. , n1 ~~0.4U I ~rf4"'''' , .,..1 ',A to .2.) r- \t4.4 'H 1\'-' to. . ....... .. _. ,.. I' .. l'-' . T1,&. su SU .U.... '?~.. M~I:~'!! ,. . a).J . ."J~ ,_ .,.,....... <<I!!~l!: 6U 111. 'U 1\1.1 " O.J ,,'" JI.)/1 CSl H_,,:i M uii '" iSl ,ii'" iti' (,. "-,Iii' . tll' '.iJ . ,",T' ... r'J "7,'" ;t' ii.I' nJ ,lI.t I).) IJU ,01.1, "". ,r........',U ..,3 .t.t ,i.i'~";i" is';. '91..... ul "'';;1- .",i., Ul ,1)' ,,:1. 1;:;'" . . tf.. . . ~ ~ . .. . I .1;" . i1:j' I..J au, .I..J 1)1 t .1.1 IT'" I .;.. . "...... ._1,......... . "u!!" 'lI'" C6' . 'ii.j-.- ILU' (II !~). !U It! ___~~. .. ,... , 'w" - \I'i,;.' 6).) ,u eu tU u.) .. . ;).11 U1lj'U' '-'iu'- ,u ,t,.. 'u 2U,S 1t.J 1)1,0 11.1 . \lU ,'u IU." .'u:.f' 'iou ( ~ . h:, I1U , t1I . li,- . "iC'U' III OJ m ,- ,,",i' 'L4 ' .)J U,1 . ";~i~' SI.,. IU 6l.~ IU, It'" IU ,.. ~'i' _ .u IU.T 'U Ill.) lTI l).J n.1 tl .u '~'.s" ,n iT." 11.1 c~'. I ~p, t~~ Sf A . U,' - ~ su Il," " C1J if , U L.. ~;'I'PJ &~H"l(, l1VP,1 '_)11" 1I1'''S'co,,~ lI' i) 4" FIlO/'l CDR/;tIlS , '. C' - .1 / .J . , ELEVATION flANGe mAMa SINGLS HUN() W1NOOW . --r;!!...T.I . /. \.lUll!> DUC~ ___ _",.. HAl\': ;--...... llHII1 \~ ........... ,1\'~ ~ ..@@' , , . ,6 ' ~:..... 'm~n "O/<tSIVf atOlllNO COI1POWO . . . .4. ..... . ... '~" I. f-J.)fl...... .' I~ . E1'GEO.., r ~ I . , " '@ :;: K' @. '- ~ Q)..r"C,"HAX, SHll1 , , . ,. 1.1/1l'.I1~, . .D~$~}:JT. ]/\6"" TAPCDNS tI 6' fR(l!'i tOil N1AS ICIQUU. . IY," KlIl. 101000 t/10CD . ,~ I" PAOH COA<<t~1 a.lp,'t'J... f WOOl) D\lC_ HEAOER & SILL SEOTION > :,!l1atlS: < -'" '-.......: I.H' III ,NQrESJ " " , TH110 WlNOOW SYSTEl'lIS O!Sj(lNto AIIO wnto TObCOHPL.,. WITH TliC RCOUlIIEHEHTS 01 THe It~c, OAOI: cowt.,. (OUIOI. F tHC SOUTti Flornl'" DUt\.CIII<S COOIIS.I'.ll,e., alA,pnl\ ~,(HAP,!tR 2~ (HAPTen ]t, LINDER TH! SPW,IC COIIOlrlOJa SHQW'I aN flitS O"AWl1(tJ. !. I. OFt 2 II 101000 llU(l<S SHALl. Off IHSTAlltO (NOr 0.,. LAWSOH ItlllJ AM) ANCHOAW SQ THAT THt 6UIlOJHG RUins Tile SIJPr.l\ll'II"OUO LQAOS iii ACCOROANCll,\o/'TH RCOVlAfl1tHU 0' IU4'U.IJ.(. . AIKl1M OlSeRlaEO r~ TillS LAvour Al'll AS PElt TUT UNrr. Of HE It ' COMllTtOIlS TO oe EkOINUlUO 58PAIlATCL..... . A!ltllO~ CONDITIOHS NOT OtSeRIO(O I1f Ttilt OIlAWIliG Allt TO at ENOL'ittlltO ON A sue SI'ECl/'IC SASIS. . A I:Lj:!gAO El't ~lLl: SeCTION ~WPARell1~UIII~Cl(ATU kll.OI AkC1\uA' m JA/1A ... :r ~ ) ~ ~ . . . · 'f~:/:'.~ If 1~ s.I1;':I. ' ~aQly~1STI 'iI', 'MiN. WMO (110'0 ,. ' I' 11I1.'J'AoH conlltns . I .4 ." i. (Q ~'CPOINY . .............. K /"~SJ~'~~K , ~ ..1/4' HAX. ~ I ~~ ,1(9' L. 0 . ,6~'" @@f 1~~m"~A0l1t$IVr 1I11'.ANN. OEDOIliQ COl'lPOUllO 01. AS 1 ~J:;H9'~m' ? . .' / IS :r~' "r.~irt ~...1' . @ F ~"\,I S"ANOA/lO I A' HtlUlNO AM. r I l2o)' .".,...., i@' / I l~,\ "n Ila .... r ~ @ ~4 . WOOD euoc " 10 S,H.s. 1IQ1' D\" lA....SIm 1110. tYj" l'IJlf. WOOO EHOEO HIlS T susT AU4 II'Il'OstO ^S SHOWif OIHLIVATIQN 'OAOS lIES ~eH(01JU euow fOIt . · NUMBER 01' ANCHCAtl r'" 111". Ami. GLASS . -CLEAR A0/1($/\'7' III,- strJ1 \ to..!.. tooma COI1'OIJ. HAX__ f- rr;.fN/,Y' .' .', . ~ · . "IU" @~ C X : 1..."", 27 ..!( / 1\ ,f V I' / I _ ...... 19 11 /\' f ;lL~.4. ,(.) . .if:3 "0. IJ · I. E_~~tJ). l....,.@:--h(/',1'.1 LO! ,11$" QI.A tmG D wooo e \1CP< oePTH lalTO .. , "'IN OSB~3mm"ANNeAleO GLASS FLANGE FRAMe 1x OR :be WOOD BUCK S1ANDARD RAIL TEST UNIT PERFORMANOe SUMMARY '. .4 .. J':jJl1ft.-. TAPCOH 'ISfUCH(OVlS enow . rOR NU/1Q(.q OP AIICtlCRSI . . us a .IP,".I 1.'000 Dva< AtfEIlENCF:, I'TI.-\an IZ'11.97 TES't SlZEl 3l-l( 14-0"1," TUT L04051 .11,0, -11,0 PSI' DESlGH LOAO$, .su; .5t.3 PSI' . WAT~ INfft. TRA'fIOH TESTI' '" PSI' TUTEO 0\.A551' p~q-31.:ll1'ANliI!~LEO HA>t. JAMS SCl1EW SPACIN<h ff;;J'.... & '5-:"4" l; Ie!, ij .' Ua r -@ ~~ ~e ~a . i ,I i" i~ ~~ ~~. j~ r:- ei " . ~~ II '5" · 1 . '" P..LAN VIEW . ...... NOr-.J;.fMPAOi RESISTANT rw't~~~ & -:..- A I,"H-,l<ri- ITYN i ~"'6' II 1'APCOI. , Ii) t" C/lOM COlllltAS h-o.I..:1P,r.1 , /. \Vu(lO DUCK -:> ' -:::::: t"1I\':J)(' '1~': . . , . . . . : OSl':!mI*ANNEAlED aIJ.ss-sm /W1. WlN1>OW COMi'AMllVI MAWS IS CHART DESIGN LOAO CAt'AC!'N. PSI' ~D seilcls TN'CONS ~'fJ.1 ~'!.^'.r ilt..![ 'OliTTvr /iC<l...flVt UriN"'i POf4lrloC HtaATl\'t ".11. UI IIU UJ 1C.&.1. . .. _....,. _, N"'~ I _ _. .. . It . -..... , fC.II' '1..'1 12t.1 &1..'1 ,ou. "~jl'H' " tu I OJ'; .u"~ t" t ..,U"'.'. ft. tl.tii . -~. . .. :: t.... of ....tw.... ... M: .." 't+.!!!. ~ J,J..J .'!'" .~.~!1_.. ....!~!.~ ,J\:Uf. .J..'::t_ ~u., 61..J IOU 2~- 'ii~;. 11.11. ttl ,...~. ,_.'~t.. IU . i~.. :7'F-r"' i~ tr.lI. IU 111.1 &I., UJ.I "i.':tii i,~~' -UU. .. ,,:; "'Hi;~i" .. i,'- If-'" In ."n,' . 'f,; (q '~u ..',;:.' , ,.4 . . . . .. enHf4 't' __.. .. .. ... ... "-VI .. .. If.VI 6U UU t~~~ 't 1&) ~..!):~.... hi.):' ut )1 u..., t"" ....J\'" " t):V' . It.". .!.~. . ltU ',i.vI .LI liu ..w.d::. II p). ,~!.S"'40' : "',U"" OJ n.11I .- ''''I' UJ \1'" Ie '" . tti ,':'.1-" '-:;-.: "-,,, fft 1,-, cu if-t.. .'?: .. ~i~~~" f!1l1~ '~~CH1ltUllllll:tCA1U HI. CI A"'HO~' PCIt .lAl<lI 28 ^ . ,6 . @@ .~. 'JD.: I ~-n(AIUtllitAl"" 8tOOlNO eQI1POlmQ ~ //// / // ~</" ~atW Oll!Ell$1DIIt - .. ~. @}: 11 I ~ " In. ~ 2.t99' ~~Sltt. . . (!), IItIO}{T @ .@ \... a . ,..IIC,'I1Al<. ....r. SlM .J .f IA / . ~f~/ , . ,~ . ~. ", .~~~ ~~'~OOQ t11~ro ~ ,. FROH (ORliUlS 2 I (p.T.f ./ WOQO DVCI( --- 11.1 , . '~"I.:L . .1:,. 'I.' ..",..'.'" "u..~, .'s" ......'..."! , . >< , . . , .." . .,. _,,,,v . . r.u,. /1IU, I-I:MGtO. r &DtW~I$T, '-, . 3/1" \I T APCOIIS f @ ,. FilCH COllNCJ\So:-- I, ~ HeADER & SILL.SI:OT\O~ NOTESI . f, TlilS \oItNOOW SVSftM IS lltSKlPiICl A~ TtllUO Tll COMPLY WITt. Tlill ' , tltOUIRtl1tlHS of fH! ",e. DAor CQUNT't EOI'llO~ CP THC soum I '~OAi!IA llUll.OllllS COO! IIJl,ll.e.1 CHAPf'R 'L CHAPUFt a~ CHAllrER U, lJfillr:~ TH( SPtCI'IC tONClflONS Sl10WN ail THtS ol1A\oI11IQ. 2. 'h Oft Z . 1.'000 CluettS SMALl. Be U4nALl.eQ INOT D'l'LAWSON INO.' ANj) ANCHOntQ so THAUk. OlJlI,QINO AUIS1'S THI SUPtAIHPDSfO LOADS I IN AtCOllOAI/CC WITHf\EOtJlI\EHC<<~S Ol' IU~ !lJl,o,e, . ), ANCH<m CtSCAlotO IN TlitS L^YOUT ARC AS PfA Us r \MY', OTli!A CONOITKlNS TO 01 ENOIHt!AtQ sellARA TEl..,.' . , t, ANCHO~ CONDITIONS Nor o!SCAlOfO 114 THIS OAA,WINlJ "lie TO Bl OIOINUA(O 01-/ A Sit' SP(ClPIC QA$I~. I~A O1C(O, ,C1J if - .3.111," It'I'P,l tl!- '{, HeADER & SlbL. S'r:O'TION I U t. tr""'P.l '" HAl(. ITYP.1 t.B?" U.) IS'.. ,if ' 4f' ;oi:r- .,.J . lis . IU": .. ElIiVAllON .-: * \" ~ '":': FLANGe FRAMIi :~iN~:: :JY. ' r~lNGLI! H1JNG WI~O()\y · .. ' . OSB..3mm..ANNEALEO GLASS' FtN FRAME 2x WOOD BUCK STANDARD RAIL TEST UNIT PERFORMANOE SUMMARY {.I 10 S.H3. n..- MIN. wooa [/-IBED I"@ S tl2~ fllOH CORNERS &. Qi HIO'OIN" rZK1?,TJ I 101000 BUCK , J .lp,T,1 WOOO DUCl< NoT 8.... LAWSON INO. HUn SUSTAlIUHPOSI1.t) l040S- '. 1/1,,~ SHiM HAl<o- cLtAn AOHcSIVE BEOOIllG COHPOUNO 1,125.. L I .-:JII&~.ANN, GLASS fa'. 12 ~ Z? - ~=~ , IIllt'1 "",=100 ,_ @- Jiiil- __ . - _0;:: - .m" G\.A"'" ~ fii' ~ ' otPfH latHI \!:V WiNO OW WIIHH 1 ~Ts / ~ /' \/ fA ~ v us,', U II" ~ PLAN VIEW' ,NOTES} . ' I, THIS WINOOW SVSTEH IS OESIGNED ANO TESTEO TO COMPLY WITH TH! ll(aUl~EHEHT$ Oil THE 1Ut. CAce COUNTY EOITIOI-i OF THE SOUTH FlOfUOA BUtLOlNQ COO! 15.1',0.'-1 CHAPTER e., CHAPTER U.l CHAPTER ),. lJliOI!R THE SPliCll'lC CONOlTtONS SHOWN OH THIS ORAWINu. 2, Z M 101000 1!IJ(1(S SHALl. at! IHSr^Ll.EO (NOf D.,. Lr\WSON mO,J AND ANCHOREO SO fHA r THE SUMINO R€SIST S THE SUPERiMPOSEO lOAOS IN ACCORDANCE WITH REaU1Al/1(IiTS OP '991. S.P.S,C. . 3, MItHOA DESCRIOEO IN THill LAVOUT AIlE AS PER TtS f UNIT. OTHtA tOl/omONS TQ 8E ENClINtEREO SEPARA TfL Y. 4 MiCHOA CONOI'flOHS Not DESCRIBED IN THIS ClRAWiNG AllF; fO OF: ENG1NEEREO 014 A 51Tf: SP"IFI( BASIS" \ -~~ I~/<~::'HAX. -J . SHI/1...... f,249' '-<-, .. ~ .,..-- \. .&O~l" .L M (P,T.! I ", '~ ' WOOoauCl( \@' ~ @ - CUM AOI1UIVE IW.Mi,.,. etDOINQ CO/'WOUNO tit.AS" DSB-3ll\II1,ANNWEO GlASS.sTO MI!. WiNDOW COMPARATlVB ANAl.vstS CHART . W~IOQW DESIGN LOAD OW!l1(SlOWJ OAPAOrrY. PSJt ~r:: ~~ ".ti, 'i,:ii'i u '~ir III _.,Iu."..h n.lI. - II 10 $.I1.S, w,- Hilt. 101000 EMBEC SUI SCHEOVU DElOW rOR ANCHOR SPACING trv!'.l REFERENC!;I PTL-1St'- 12-\1-9'7 TEST SIZEI 54-1/4" l< ~4" TUT lOAD!:, .61.00. ~U.OO PSP O/iSIGIHOAOS. -lot,)), ,l,t.33 pstc W.a.1EA INFIt.1ftATIO~ TES11 9.4 PSI' TESTED GlASSI QSB.~IIII1\-e.~NeALIi'Q HAl(. JAHB SCRaw SPACING, 11" llt t4-7/8" II .. . r..-= i tZOJ II :=d @ " .' - ~" 9r. 5 ./111 ~t'J~t~~~ 1/ i "J;. ~ 1 U ) Iii' -;b j ~ 21 . '2c:ii'; ]8.111 n III "'~II"""'" !S.,,. ".11' u:,/; ".SI. ."'it.... In n,II' It.''1 u:,ii 55 ... iiut" t" ,i:,ii ".111 ~i.i/i n M";;" , III' U:lIi 1'.'" , . . ri:iii ',"1" .. "n' ..; i~4ti i Ito.ltf rAR(NTlUSIS IHo.'UTtS lit), r;p ANCI10RS PeA IAII~ . ~ NOT Tts1eO 15 --:(.. I~.J POSITIVi: II(OATrYr UoJ JOt, ......14~.u ,......+14.'....". 6U UU . uu"u ,...' , aU UU ......., .. ..,.. 62.1 ",f 6U UU . .. .. ~. .HI"" 6U ItU ....6),1 .... '''1..2 ...ll....... . .. . .u. ' OU 6U & U ITI.L . ,'j:i',.t n"Wi7('" if........ .. 6U .1U t ,..... .....1.."...1 .~u 4'.e. '''' 113.9 .,3f. tit . ,it..... . .......... .2.1 n." . ..... f' ... ..... &6.0 '1.0 ., ,,!?:!. I. I 1)~:!j" IU au .. . '''h'' ",."'..... au n.' ~U~IO., . t . ii.i ST N'IlMRD HEETlHCi flAIL I' 28 A r l~~~ rf __ 'm :r~jHH'" ~ ~ :5< .181" C n r lit 10 S.H.S. . Iii" Hifol. \~OOtl (MBE() 8 "l/2" FROH CORNERS I. @ HIOPOlNf I ~:>< @) ton" l t . 1P.T,1 waoo BUCK r':" ALT. SILl. SECTION lZ.I?,T.I \<1000 BlICK << 10 S.M.S. II<i~ HIN. WOOD tMSEQ .. ~ S.lI~" PROH COllNERS .. et KIOPOINf HEAOER & SILl. SEOTION III,- SHIH HAX.... . (UAI1 ~DH(S\Vt S ~oolHa ~OI1POUllO r-~{~;SAN!I. 'v, ~~~ ~ ,- @} lit lY~ It 11 SJ1.So I~ I1L'l, WOOl) EHbfO _ as lIa" I'lt0H eQRll!~S &. (Q I1IOROlNf ~ ---:; SH~'" . f'249"! _,\ I "r ~ ~'/\ " . ~.~" L~ik, II '\j _ C1.I!AR AOH&SlVe J/1"~AIiH, IltOOllkf eOHPOUNO Gl.AS~' , UU. 1 ITS / 1\ \/ X /\ ~ I. 1.1a,' 2.:1'5/1' I ~lJ;Jt~r[~G , I' @) l~ Gj' t I.01:u-= ~.~'. u:I l @ ~~'i .J!1" , f @ 't HtAIIVDUT.,. ) A HlillTlNO RAIL .JiS.OLAlltlO OEPTli l13ml IJIl-/OOW W1DTIf - PLAN VIE\A[ ~~ FJ~r\; 22..:. illl.L . HtlClHr , 5 _[1/4' HAX. . $/{IH -~, '- .><e - . ./'" . . .~ @. /l- 'GU1.S, ' Il'a" 11114. WOOD tliOCD <ll S.IIZ" MOH C01lNtRS i. GlI1l0POl'l f ,111' C. r ~:>< [ IG l.Ii.S. 'l~. M~. WIlOO CMB(Q II' $-11"" rllCH CORNeRS r. Ii' HIOPOIH r HEADER & SILL SEOT/ON L.,p.u WOOOOI!ClC U7\- l2 Ie (p,r~ W0009VCt( ALT, SILL. SECTIO~ N01~ t !HIS \ill/OOW S'I'sltH IS otsl<lNCO ANO TEStEO TO eOMPL't WITH THt ~CO\JI!lCl1tlnS 01' l!i! use. CADIl (OIlNTV (01"0# OF 1Ht soum UP~" BUtl.QIHQ COOC 11I.I',!!,(,1 ruAPTEll r., aiAPT(R n CHAI'TtR 1$ '",uo rlic SPECIfIC (OHOITIONS 'HaWN OH tlIlS OllAWlNa. ' 7, . a. WaolJ GIICKS &HALL I! rNSTALI.fO tllO' D't LAWSOH IlIOJ APlIJ M<:H ~? THA T THe OIl1\.OiNO RUISTS THe SUl'fAIl1Pot[o LOAO! I~ AteOlloO~ft "'ll! lICQ\.IlREMtNtS Oll ~i9C, '$,O.t', . :I . cA'IUlOR CUUltOr;O In 1l1lS U,'l'Ollf All! AS PtR TUT UN'" OfHE~ . l>>IOIT1\)IlS TO 8C WQlliEtnfO SCPAAA1tL'f, ' 4 t\l101lIl\ CONOITIONS NOT OtsClllBEO I~ THlS OJlA\oIQiO AAI TO at ehaIN[(ROl O~ " Sire SPECifiC 9ASIS, ,ff ,~ S,H,S. 3(1." HIH. \01000 tHlllla AS SHOWN ON ELlVATION ISEE SCHtOIlU eElOw FO~ NtJM8tll oP AHCHOIUI (ltAllADHE'IV<< \. I ~OOIN: COtll'QUN \ / ft!fp,V' i\X . LUS. ^ .: · :,t. HII-I. .~. 4 j II 10 !Lit,. caE otS 11 ' lr," NlH ~;OOO EI1I1EO . TYP. i' ~ !:: FOOn eCIlf!tA S . . .., . i. ~MKlPOIHT ~ < y-~~J~'~~CK 1/4~ HA~, ~ I Slill1 ,1L" L-~ I @@f 'I ~ -mAR AgH(SIV~ BtOO~CCHPCVHD eJ Z,dJ>.T,)' WooO BII(I( ,f ,eo ,.. 1.1 S 'j \ \ 'u 1IO..AJ1l4 OLASS ~~;;~~~rno l un' I i ~ / f lut" ~ U).: fb1r~f @ 11~"\, i A ! r @,l 17. " ~::~~ '. ;:.== 1.1 9Q~ @ .~ == ~~~~t L -~ ,U{ -,' ". t ~ if, .. .' . 'ff. . 4 . . . . ,A... '. -l;tfDEQ. - ~' . ,s . . ~ . . ~ . · 11 .' A · po. -- :1::!:t.J --..:> ,71.,9" . .l.-.:-:A ~ il<.. ."'" @@1,' ~. .-: i-ClEAIt AtllitSlvr BEOOINIJ CoHPOfJND @'~~ ~ . @ 1\.- ).. I Q) r ,114" H-'X, St\lH .J1 1. 5.11.$.. . , '\J\- HIIi"WOOO !:MOIO..... V (116" 1AOl1 C'ORN(AS , l>< 4~~;Eo. . Z _lp,T.I 1 101000 eucl< -- r-..... .;I 'O'~' .--31". ~ l' ApeOt. /4 ~ I.' FROH C01U/tRS . 4' . . ~'IIIP,TJ . /. 1.'000 DuelC ---1 _1(1." /'I4lf. :=::.... r St\lH JfJ~- $TAliOARD . MEETIt<<J RAIl. , , , ".1111" t1lH, (Of:r.s r, . , '- J'l6"~ TAPCOt/S li1U' fOOH COllllt.'lS. . HEAOeR. 8& SILL SEOTt..9.t:! NOTli~1 . I TtlIS ....INOOW svSWi IS OUIGNEO ANO nSTtD YO ~QHPI.,( WITH THr , Jl(OlJlACMEIHS Oll THE 19fL ClAoe COVNT't tolTION Ol' till SOIJTH PLOOIO" D\Jl\OIN<J cooe IS,I',O.(.I QiAPTCR ". CHAPTeR ~,'.l tl1APTtJt -'5. UNOEII TH' Sl'ECll'lC eONOI1'lONS $1iQWN Olf THI$ OltAWINQ. , t. 'Ie 0" 2 II WOOO eVCKS II1I1lL De: 1I4ST"LLEO Illor B., ~A""IlON 11.0.1 " ANO ANCHOItCO SO TIlA T THI GUIlOIt<<1I1UJST$ THC $VPC~ll1l'os(O LOAOS lit ,,((OIlQ.I,II(1l WITH RED.UlRtMENTS OP '10e. u a (. ' l ).' ANa<1lA OtiCl\lBEO IH TH1S LA'(OVT AIle AS PtA TUT UNIt, OTHtIt I (ONO,TtONS fa BI tNQJtIEtAt:O S(PARATeLY, 4, ANCHOR CllNOITlONS NOT OlSeRIlItO IN tHIS OR.,WtNO ARC TO D! fHcllltCREO Oli " 1111/: sHCI1IC lIAIIS. ALT. H;ADER &. SILL SEC11o,r:! 70JO N..W. 37lh CT. filll.4 AitATS Q'N MtAMI. FLORIDA JJt41 ,,~ . Y Y (305) 696-B660 ~; ~OUS'Ri~SilHC UAMlrAC1UR[RS or WINDOWS . DOORS r ,.1/4" 11YP.I Ie ~ ~b . jy r @i~ a aM lP.T,I....o012 OllCK HOT BY VMSOI'/ lHO. HUU sun Alll ~P'oS( 0 LOADS- . . 'j ~\.~ W 10 S.IU. ,~. HIlt. \0/000 '/1DtO UC SCt!cov\.C IlELoW / felt ANCHO~ SPAtINQ ITYP.I , , 3/16" ANNEALeO GLASS FIN FRAMe 2X WOOD BUOK H!:AVV DUlY RAf!. ' 'TEST UNIT PERFORMANoa SUMMARY - Rl:FUUIICr, PYI..1GOf I:~lt"" TEST SllE', 51..U6' )( 75.112" TEST LOAO!i1 -,1.,', .9~.S PSF OUtOH LOAOSI .6).0. .&3.0 PSI' WfTER INFIL TftAnOIf TUTI 9.5 PSI' T..5rEO GLASs. .Jlll"wANNEAlEQ . HA)(. JAMB SCRf:W SPACrmi, 1,.314" &'Ia.ll/l,~ ~ 13 @ t:mN:.!MPAOT RESISTIlliI WINOO\ol WIDTH. 3/16'.ANNfAlED G1.ASS.HO RAfL WINDOW CtlMPAM'TlVIi ANAI.YS'tS CHART M'tlIOW DESION lOAD OIMtH"ooIOllI OAi'ACflY. PSI' ~~n = PO$lm'e /lCQ.l.tlVC ..!!:.U~" U.J S1U U-tlt It ,. ..11".' i1,.44' "S'.-',.!.,',.: Ul : U,1 ''"')1t~ft'' IU llLl !f.II. UoJ ".., .!!:-t!! "-SrI ... lia tjf.:': . , ~l,.. III l" '6;:;* is'':~ . . u.v. . 6'" '\H." . If-II' .U Ill.! i.:"vi' 10..'" ...6;.1..... -1DU 'n" ($1 . .',:;' t "nu'" ;t:it. 7.i"'" '" ii.I: ".11. IU flU fc':"i sa .. ;u'7~" I 'i,'i4 'i, . (41 . ,I,.) .. ",r,',i .'1.ii.' . .....;U : ;..,' It IM/I .U 14U :i.:;;; IJ ""'J,.i iu.t >>, fT1 "'.,:;.... ~"'''l'ii 5;:;;; ",' 1&.2 ... .L,'....vl"!. . UoJ ,.. ~~.U. ,- < . 1L,'/6'U In.t iT IT! - >>.; n.s ',i:," ,U:"- AlL ~~~m~i':~~~: IHCICA m ItQ, ell I N.T,r. /.'O'9/1'.lf't/l.' . @ . t;~~I; I'iA,XrJ- r 'T?~r .U-~, ..' ~~ a~ ~~ . r ~~~. ~~o :J~f ~..:.~ ~ '~f . a yli l. 4.".. IT)'I' 1 - "1I1'/'(AlI', ITVI'J ...- - ~ / ./// ~ -:/~/ i IlIL .J I ' ~f~/ II~ CP , if -- eL~ATION FIN FRAMl! w SINGle HUNG WINOOW WOOO DVO( !lOT DY VMsoH INO, I1vST SUSTAlIl Il1POSEO lO~oS - liO'-ANtf. olASS , \II.: SIlII1 .1 DSB'3mm~ANNEALED G:.ASS FLANGe FRAMe 1)( OR 2x WOOD aUCK STANDARD RAIL TEST UNIT pERFORMANOE SUMMARY !.d. ,. - · f ~ . t ~~_:r'; ,_ ~ /.rtJfs~liTtotliHC(lOW ~ _~' -~ y ~_ ,; '?:"H""''''''k'''' \' l~..... .~J @.1JtHD:O. \ . ,. 13 @ , .4-h IP,TJ .3"" CivtlNG 0 1<100'* ellt/( OCPTIt (lllTt1 . . . WINOOW MOTH REt'tRENCtl Hl..\~U I:,\t.91 fEsr St%EI . 5'.1I1l~ l< U" lasT LOAOSI .n.oo, -02,00 PSP OKSIGH lQAOS, ,ioU), .nn PSF WATER IN~II.TAAtIOH Tf:ST, U PSIC . TaS fECI tll.^SS, OSO'3l:lH.ANN[Al(() HAX. JAI1Il S(AltW sPAtlNa. ,~"" ,)" PLAN VIEW NON-IMPAOT RESISiAN'( . rw'i!JI~f;r . ':.-.. A /." HAXr: IlYP.1 - ' osa.311ll\h~NNEAlEO Gl.Ass:aro RM. WlNOOWCClMPARATMi ANALYSIS CHAl\f WIlIO~ .oeSIGN lOAO C/,PA<:I1Y. PSP ClMIIh'1IO/I' WOOO SCflEWS . lAS>CONS ~J~ =r miJ: ~O$\1l\'C HtcATI\'C ~mJ; Mlsmv. /ttC>\TIV& If,'" IU 11M IU IL"'~ 11:-~1 ".JJ" nl.t ".r ~ ttu.i 'tl"- Ii (11 _ -. . .. UJ 14l..,......... ........._,... I".!!. I "-i~~ .. ._ ':]!' t . . ! ).) ....!~u... .,.11. UoJ 1M SU Sl.O ".111 n.J IIU, UJ 1'1. '".;;. .'" ,;:i U~ u:u- it,'"I. . Wm7rII:: .. " 1$oJ/' W n..'l- '" iii'"' . 1ft '.;S "e.., i':1if l_ s..,. ii:;'41~ - ,'",-- I' ".r . ,,.,,, u.J I~U u.) ItU 1iir SQ.". III . '{f}~' ',~,U"": IS! ":~F: :.i~L: tii~',i. . '&.,I" ";:i,r'" tH4";J I,l:i ".'ff .U ,~u IU 1110,' 'i.:v,' . .li ,., t;~J' ~ .',.i . .6.1 "y; -, 11 tQ l':i' .","'t I" . ,Iii' ......to' ';j:t,. . &.,:.. . '. 4&.'''. .. 'i&:l. ... L',t... J,...tJ,I. . UtJ. . ...ltS,', pol \l~"" 14.11. .,.. e1" U.S .1:., '.i:;~'.. m. u, sf.i '~4i"I~" \1J . it.)' .. it.i . iI.iJi .m... U.4 I"i;.r' "'li,7l'. It."1 ....... ., ,I!:.vf n,,,,, ' . " 'ii:,i. . "~.I" ~AAam'("S I1IC1tATU kG. CIf INC~I PCll JAil' ~ NOf ttSUO .- .. ,I~ ,) /7 //// ~//., .' ..I . I ~f~/ C1J 'W . I ..I I i I .. ,0"'" ~. "op !g r ELEVATION ff..ANGl! FAAMa ' SINGLe HUNG WINDOW U l.'tT'I'PJ . '~HAX. !TYP.I D AN6CO ENGINEeRING, FA. P.o. sox 3~ .. AFOLL.O aeA~ . FL.~IPA .. 33&12 ~ .. (813) 64& 0166 FAX .. (813) 64& ca6ca8 eCll ..fIlL"'" fC\THE~ ORA\\\NGS AND DESIGNS ARE lHE JOiMT PROl'ER1Y Of DANSI;O ENGiNEERING. P.A. AND lHE ...""" "",",DC;' ~CUENT Ct'/'THIS PRMCT, ANY REPROO\JCl1Ct'/ OR UNAUNOO1ZED USE IS PROHIBIn:D. - 2003 ~ CREATED 11/11/02 120 SEC. 3 r DE LENNAR I-IOMee 6CAlE NOTED DATE, 111m TAMPA Dlvt8rCN MPH GUST "'" O~u.N B.V. DOO~ .. WINDOW INeTALLATION5 \.... DE Joe NO. R1 .. 6e>21 . 8DW3 ..1. ..,I > :a / PRODUCT CAlCGORY SUB CAlCGORY MANLIFACllJRER Fl1* EXPIRATION DAlC PRODLIC T CA lCGORY SUB CAlCGORY MANUFAC llJRER Fl1* EXPIRATION DAlC PRODUCT CAlCGORY SUB CAlCGORY MANLIF AC llJRER Fl1* EXPIRATION DAlC STRLICllJRAl COMPONENT CONNEC TORS (MASONRY /CONCRElC) SiMPSON STRLICllJRAl COMPONENT CONNEC TORS (MASONRY /CONCRElC) LISP DOORS HOOD ENTRANCE lAHSON INS. Fl 122<1 12/05/2005 STRLICllJRAL COMPONENT HET A20 SIMPSON Fl 414 10/03/2005 STRLICllJRAl COMPONENT HT A20 LISP Fl t)21 10131/2005 HINDOHS FIXED HINDOHS lAHSON INS. Fl 1230 12/05/2005 STRLICllJRAl COMPONENT METAI2 SIMPSON Fl 414 10/03/2005 STRLICllJRAl COMPONENT HT A20-1t) LISP Fl t)5<1 10131/2005 HINDOHS FiXED HiNDOHS KiNCO Fll25 0<1/11/2005 STRLICllJRAl COMPONENT METAI6 SiMPSON Fl 414 10/03/2005 STRUCllJRAL COMPONENT HTTi6 LISP Fl t)21 10131/2005 HI NDOHS FIXED HiNDOHS BETTER BIL T FL 616 PENDiNe STRLICllJRAL COMPONENT META20 SIMPSON FL 414 10/03/2005 STRUCllJRAl COMPONENT HTT22 LISP Fl t)21 10131/2005 HINDOHS FiXED HINDOHS FlA EXTRLIDERS (MilESTONE) Fl44 0<1/02/2005 STRUCllJRAl COMPONENT HTTI6 SIMPSON Fl 503 10/03/2005 STRUC llJRAl COMPONENT lTSlq LISP Fl t)22 10/31/2005 HINDOHS FIXED HINDOV6 6ENERAL ALLIMI M\NLIM FL 255 0<1/24/2005 STRLICllJRAl COMPONENT HTT22 SIMPSON Fl 503 10/03/2005 STRUCllJRAl COMPONENT l TS20B LISP Fl t)22 10/31/2005 HINDOHS FIXED HINDOHS 6ENERAL ALLIMIM\NLlM Fl 263 0<1/25/2005 STRLICllJRAL COMPONENT lTTlq SIMPSON FL 414 10/03/2005 STRUCllJRAl COMPONENT MTS21B LISP Fl t)22 10/31/2005 HINDOHS FIXED HINDOHS 6ENERAL ALLIMIM\NLIM Fl 16'11 02/04/2006 STRLICllJRAl COMPONENT l TT20B SIMPSON Fl 414 10/03/2005 STRLICllJRAl COMPONENT TDX2 LISP Fl t)16 10/31/2005 HINDOHS FIXED HINDOHS SIMONLON HINDOHS FL 11 t) 0<1/1<1/2005 STRLICllJRAl COHPONENT lTTI31 SIHPSON FL 414 10/03/2005 STRLIC llJRAL COMPONENT TDX20 LISP FL t)16 10131/2005 HINDOHS SI NeLE HUNe lAHSON INS. Fl 1225 12/05/2005 STRLICllJRAL COHPONENT MTT28B SiMPSON FL 503 10/03/2005 STRLICllJRAL COMPONEN-: TDX5 LISP FL t)16 10/31/2005 HINDOHS SI N6lE HUNe KINCO Fl 123 0<1/11/2005 STRLICllJRAl COMPONENT HTSHI6 SIMPSON FL 1423 12/30/2005 STRUCllJRAl COMPONENT lLIeT2 LISP Fl t)11 10/31/2005 HINDOHS S i N6LE HUNe BETTER Bll T FL 663 PENDiN6 STRLICllJRAL COMPONENT HTSM20 SIMPSON Fl 1423 12/30/2005 STRUC llJRAL COMPONENT H6AMIO LISP Fl t)lq 10/31/2005 HiNDOHS S I NelE HUNe FlA EXTRLIDERS (MILESTONE) FL 42 0<1/02/2005 STRLICllJRAL COMPONENT MTSMI6 SIMPSON Fl 1423 12/30/2005 STRUCllJRAL COMPONENT FA3 LISP Fl t)22 10/31/2005 Hi NDOHS S I NelE HUNe 6ENERAL ALLIM I M\NUM FL 254 0<1/24/2005 STRUCllJRAL COMPONENT MTSM20 SiMPSON Fl 1423 12130/2005 STRUCllJRAL COMPONENT PAU44 LISP FL t)21 10131/2005 HINDOHS SI N6LE HUN6 6ENERAL ALUM i M\NUM Fl 16<1t) 02/04/2006 STRLICllJRAL COJvlPONENT MSTCM40 SIMPSON FL 1'101 02/1t)/2006 STRLICllJRAL COMPONENT PALI66 LISP Fl t)21 10131/2005 HINDOHS SINelE HUNe SI MONLON HI NDOHS Fl 204 0<1/22/2005 STRLICllJRAL COMPONENT HD2A SiMPSON Fl 503 10/03/2005 STRLICllJRAL COMPONENT PHD2 LISP Fl t)11 10131/2005 HINDOHS SI N6lE HUN6 ENER6Y SAVIN6S PRODS. OF FL Fl 1'150 03/12/2006 STRLICllJRAL COHPONENT HD5A SIMPSON Fl 503 10/03/2005 STRLICllJRAl COMPONENT PHD5 LISP Fl t)11 10/31/2005 HINDOHS DOUBLE HUN6 ENER6Y SAVINeS PRODS. OF Fl Fl 1'153 03/12/2005 STRLICllJRAl COMPONENT HD6A SIMPSON Fl 503 10/03/2005 STRLIC llJRAl COMPONENT PHD6 LISP Fl t)11 10131/2005 ~INDOHS HORIZONTAL SLIDERS lAHSON INS. Fl 1226 12/05/2005 STRUGllJRAl COMPONENT HD8A SIMPSON FL 503 10/03/2005 STRLIC llJRAL COMPONENT PHDt) LISP Fl t)11 10/31/2005 ~INDOHS HORIZONTAL SLIDERS SIMONLON HiNDOHS Fl 203 0<1/22/2005 STRLlCllJRAl COMPONENT HDIOA SI MPSON Fl 503 10/03/2005 ~INDOHS HORIZONTAL SLIDERS KiNCO Fl 124 0<1/11/2005 STRLIC llJRAl COMPONENT HDI4A SI MPSON Fl 503 10/03/2005 HINDOHS HORIZONTAL SLIDERS BETTER Bll T Fl 610 PENDIN6 STRLICllJRAl COMPONENT HDI5 SIMPSON Fl 503 10/03/2005 PRODUC T CA TE60RY CONNEC TORS (HOOD) LISP HiNDOHS HORIZONTAL SLIDERS FlA EXTRUDERS (MilESTONE) Fl43 0<1/02/2005 S TRLIC llJRAl COMPONENT H6T2 SIMPSON Fl 414 10/03/2005 STRUC llJRAl COMPONENT RTIl USP Fl t)16 10/31/2005 HINDOHS HORIZONTAL SLIDERS 6ENERAL ALLIMIM\NUM FL 254 0<1/24/2005 STRLlC llJRAL COHPONENT H6T3 SIHPSON Fl 414 10/03/2005 STRUC llJRAL COMPONENT RT20 l.>'SP Fl t)16 10131/2005 HiNDOHS HORIZONTAL SLIDERS 6ENERAL AlLIMIM\NUM Fl 16<1t) 02/04/2006 S TRUC llJRAL COHPONENT HeT4 SIMPSON FL 414 10/03/2005 STRUC llJRAl COMPONENT RTI6 LISP Fl t)16 10/31/2005 IHINDOHS MULLIONS lAHSON INS. Fll221 12/05/2005 STRUCllJRAL COMPONENT l6T2 SIHPSON Fl 1423 12130/2005 STRUC llJRAl COMPONENT RT16-2 USP Fl t)16 10/31/2005 HINDOHS MULLIONS KINCO FL '151 11/04/2005 STRUCllJRAL COMPONENT MeT SIMPSON Fl 1423 12130/2005 STRUC llJRAL COMPONENT MTHI2 USP Fl t)20 10/31/2005 IHINDOHS MULLIONS FlA EXTRUDERS (MilESTONE) Fl Cf14 PEND I Ne STRUCllJRAL COMPONENT HeAIO SIMPSON FL 1423 12/30/2005 STRUC llJRAL COMPONENT MTHI6 USP Fl t)20 10131/2005 HINDOHS MULLIONS 6ENERAL AlUMI M\NUM Fl 1252 12/03/2005 STRUCllJRAL COHPONENT HGAMIO SIMPSON FL 1423 12/30/2005 STRUCllJRAL COMPONENT MTHIt) USP Fl t)20 10131/2005 ~XTERIOR DOORS SLlDINe lAHSON iNS. Fl 122t) 12/05/2005 STRUCllJRAL COHPONENT MSTAM24 SiMPSON Fll<101 02/1t)/2006 STRUC llJRAL COMPONENT HTHI6 USP Fl t)20 10/31/2005 FXTERIOR DOORS SLlDIN6 KINCO Fl 126 12/05/2005 STRLlCllJRAL COHPONENT MSTAM36 SIMPSON FL 1'101 02/1t)/2006 STRUC llJRAL COMPONENT HTr!20 USP Fl t)20 10/31/2005 ~XTERIOR DOORS SLlDIN6 BETTER Bll T (MI HOME PROD) Fl561 12130/2005 STRUCllJRAl COMPONENT HM<1 SIMPSON Fl 1423 12130/2005 STRUC llJRAl COMPONENT SPT22 USP Fl t)11 10/31/2005 FXlCRIOR DOORS SLlDINe FLA EXTRUDERS (MilESTONE) Fl45 0<1/02/2005 STRLIC llJRAl COMPONENT MAS SIMPSON Fl 414 10/03/2005 STRUC llJRAL COMPONENT SPT24 LISP Fl t)11 10131/2005 ~XTERIOR DOORS SLlDiNe 6ENERAL ALLIM I M\NUM Fl 264 0<1/25/2005 STRLICllJRAL COHPONENT ABU44 SIMPSON Fl 414 10/03/2005 STRUC llJRAl COMPONENT SPT4 LISP Fl t)21 10/31/2005 E:xlCRIOR DOORS SLlDINe SIMONLON HINDOHS Fl 1t)4 0<1/22/2005 STRUCllJRAl COMPONENT PHD2-SDS3 SIMPSON Fl 503 10/03/2005 STRUCllJRAL COMPONENT SPT6 LISP FL t)21 10131/2005 ~XTERIOR DOORS SLlDINe THERMO- TRU CORP. FL i 110 11/20/2005 STRUCllJRAl COHPONENT PHD5-SDS3 SIMPSON Fl 503 10/03/2005 STRUCllJRAl COMPONENT A3 USP Fl t)20 10131/2005 ~XlCRIOR DOORS SHIN61Ne lAHSON INS. Fl 122<1 12/05/2005 STRUCllJRAL COMPONENT PHD6-SDS3 SIMPSON Fl 503 10/03/2005 STRUCllJRAL COMPONENT A34 USP FL t)16 10131/2005 ExTERIOR DOORS eARA6E DOORS CLOPAY BULlDlN6 PRODUCTS Fl 542 12/12/2005 STRUCllJRAl COMPONENT PHDt)-SDS3 SiMPSON Fl 503 10/03/2005 STRUCllJRAl COMPONENT MP4F USP Fl t)21 10/31/2005 !=)<TERIOR DOORS 6ARA6E DOORS ViAYNE DALTON DOORS Fl t)t)1 11/04/2005 STRUCllJRAL COMPONENT LTAI SiMPSON FL 1423 12130/2005 STRUC llJRAl COMPONENT LSTAI2 USP FL t)16 10/31/2005 f::XTERIOR DOORS SHIN6lNe JELD-HEN Fl 4qt) 10/31/2005 STRUCllJRAL COMPONENT lSTAI5 LISP FL t)16 10/31/2005 I=XTERIOR DOORS SHIN61N6 JELD-HEN Fl 53<1 10/31/2005 STRUCllJRAL COMPONENT lST Alt) LISP Fl t)16 10/31/2005 f::XTERIOR DOORS SHINelNe PLASTPRO I NCJNANY A PLASTICS FL 1321 12/15/2005 PRODUCT CAlCGORY CONNECTORS (HOOD) SIMPSON STRUCllJRAl COMPONENT lSTA24 LISP Fl t)16 10131/2005 f::XTERIOR DOORS SHIN61N6 THERMO- TRU CORP. FL 11t)5 11/21/2005 STRUCllJRAl COMPONENT H2.5 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT lSTA30 USP Fl t)16 10/31/2005 STRUCllJRAL COMPONENT H5 SIMPSON Fl 414 10/03/2005 STRUCllJRAL COMPONENT lSTA36 USP Fl t)16 10131/2005 STRUCllJRAl COMPONENT Hl SIMPSON Fl 414 iO/03/2005 STRUCllJRAL COMPONENT MSTC40 USP Fl t)11 10/31/2005 STRUCllJRAL COMPONENT HIO SIMPSON Fl 414 10/03/2005 STRUCllJRAL COMPONENT MSTC52 USP Fl t)11 10/31/2005 STRUCllJRAl COMPONENT H10-2 SIMPSON Fl 414 10/03/2005 STRUCllJRAL COMPONENT MSTC66 USP Fl t)11 10/31/2005 STRLICllJRAl COMPONENT HI6 SI MPSON Fl 1423 12/30/2005 STRUC llJRAL COMPONENT MSTClt) LISP Fl t)11 10/31/2005 STRLICllJRAl COMPONENT MTSI2 SiMPSON Fl 414 10/03/2005 STRUCllJRAl COMPONENT KCC44 USP Fl t)22 10/31/2005 STRUCllJRAL COMPONENT MTSI6 SI MPSON Fl 414 10/03/2005 STRLICllJRAL COMPONENT MTS20 SI MPSON Fl 414 10/03/2005 HTSI6 SIMPSON FL 53t) 10/03/2005 PRODUC T CA lC60RY MASONRY HAN6ERS USP STRLICllJRAl COMPONENT STRLICllJRAL COMPONENT HTS20 SIMPSON Fl 53t) 10/03/2005 STRUC llJRAl COMPONENT NFM USP Fl 51t) 10/0<1/2005 STRLICllJRAl COMPONENT SPI SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT SP2 SIMPSON FL 414 10/03/2005 PRODUC T CA TE60RY SUB CATE60RY MANUF AC llJRER Fl1* EXPIRATION DATE STRUCllJRAL COMPONENT SP4 SIMPSON Fl 414 10/03/2005 STRUCllJRAL COMPONENT CONCRETE L1NlCL CAST CRETE Fl 15t) 0<1/1t)/2005 STRUCllJRAl COMPONENT SP6 SIMPSON Fl 414 10/03/2005 STRUCllJRAl COMPONENT CONCRETE L1NlCL lOTT'S FL 1441 03/11/2006 STRUCllJRAL COMPONENT SSP SIMPSON Fl 1423 12130/2005 STRUCllJRAL COMPONENT CONCRETE LINTEL HEIKIViA Fl1418> 03/11/2006 STRUCllJRAl COMPONENT DSP SIMPSON Fl 1423 12/30/2005 STRUC llJRAl COMPONENT CONCRElC L1NlCl COMMERCIAL Fl 1114 03/12/2006 STRUCllJRAL COMPONENT A23 SIMPSON Fl 414 10/03/2005 STRUCllJRAl COMPONENT CONCRElC L1NlCl MARION MASONRY Fl 2155 03/2<1/2006 STRLICllJRAl COMPONENT A35 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT LTP4 SI MPSON FL 414 10/03/2005 STRUC llJRAL COMPONENT L6T2 S!MPSON FL 1423 12130/2005 PRODUC T CA TE60RY SUB CATEGORY MANUF AC llJRER FL 1* EXPIRATION DATE STRLICllJRAL COMPONENT M6T SIMPSON Fl 1423 12130/2005 ROOFINe ASPHAL T SHINeLES GAF Moterlols Cor. FL 1t)3 0<1130/2005 STRLICllJRAl COHPONENT H6T2 SIMPSON Fl 414 10/03/2005 ROOFIN6 ASPHAl T SHIN6lES CERTAIN lCED CORPORATION Fl 250 0<1/24/2005 STRLICllJRAl COMPONENT H6T3 SIMPSON Fl 414 10/03/2005 ROOFINe ROOFiNe TILES MONIERL LIFE TILE FL 560 11/04/2005 STRUCllJRAL COMPONENT H6T4 SIMPSON Fl 414 10/03/2005 ROOFIN6 CEMENTS-ADHESlv-cS-COA TI NeS TROPICAL ASPHALT PROD CORP FL 14t)3 01/06/2006 STRUCllJRAL COMPONENT LSTAI2 SIMPSON Fll<101 02/1t)/2006 ROOFIN6 LINDERLA YMENTS TAMKO ROOFINe PRODUCTS, iNC Fl 1144 02/10/2006 STRUCllJRAl COMPONENT LSTAI5 SIMPSON FllqOI 02/1t)/2006 ROOFIN6 CEMENTS-ADHESIVES-COA TI NeS TAMKO ROOFINe PRODUCTS, INC Fl 141<1 01/06/2006 STRUC llJRAl COHPONENT LST Alt) SIMPSON FL 1'101 02/18>/2006 ROOFINe ROOF I Ne F AS lCNERS SENCO PRODUCTS Fl 2211 04/05/2006 STRUC llJRAL COMPONENT LSTA24 SIMPSON Fll<101 02/1t)/2006 STRlJCllJRAL COMPONENT DECK-ROOF ENGLERT, INC Fl 2266 04/13/2006 STRUGllJRAl COMPONENT LSTA30 SI MPSON Fll<101 02/18/2006 STRUCllJRAL C0MPONENT LSTA36 SI MPSON FllqOI 02/1t)/2006 PRODUCT CAlCGORY SUB CA lCGORY MANUF AC T1.JRER Fl1* EXPIRATION DATE STRLIC llJRAL COMPONENT lSTI4q SIMPSON Fl 414 10/03/2005 S TRUC llJRAL COMPONENT ENelNEERED lUMBER TRUS --k) 1ST Fl 1630 02/13/2006 STRUCllJRAl COMPONENT MSTC2t) SIMPSON Fl 414 10/03/2005 S TRUG llJRAL COMPONENT EN61NEERED lLIMBER BOISE EN6. HOOD PROD. Fl 1644 03/12/2006 STRLICllJRAL COHPONENT MSTC40 SIMPSON FllqOI 02/1t)/2006 S TRIJC llJRAL COMPONENT ENelNEERED LLIMBER BOISE ENe. HOOD PROD. Fl 1645 03/12/2006 STRUCllJRAL COMPONENT MSTC52 SIMPSON Fll<101 02/it)/2006 STRUCllJRAL COMPONENT MSTC66 SIMPSON FL 1<101 02/it)/2006 STRUCllJRAL COHPONENT MSTCl8> SIMPSON Fll<101 02/1t)/2006 PRODUCT CAlC60RY SUB CAlCGORY MANUF AC llJRER FL 1* EXPIRATION DATE ROOF VENTilATORS SOFF I TS KAYCAN l TD Fl 1'165 04/05/2006 ROOF VENTILATORS SOFF ITS KAYCAN L TD Fll146 12/1'1/2005 PRODUCT CATE60RY HAN6ERS SIMPSON ROOF v-cNTILATORS SOFF I TS CAMERON ASLHLEY BUILDINe Fl 406 11/24/2005 STRUCllJRAL COMPONENT HUS26 SIMPSON FL 414 10/03/2005 OTHER MODIFIED BlllJMEN CERTAIN lCED CORP-ROOFIN6 Fl 41'1 10/02/2005 STRLICllJRAl COHPONENT HUS26-2 SIMPSON Fl 414 10/03/2005 OlHER TYVEK HOUSE HRAP DUPONT Fl 2145 PENDIN6 STRUC llJRAl COMPONENT HUS2t) SIMPSON Fl 414 10/03/2005 OlHER 6lASS BLOCK PITTSBUR6H CORNIN6 CORP Fl 250 0<1/24/2005 STRLICllJRAL COMPONENT HUS28-2 SIMPSON Fl 414 10/03/2005 STRLICllJRAl COMPONENT HUS210 SIMPSON Fl 414 10/03/2005 STRUCllJRAl COMPONENT HUS210-2 SIMPSON Fl 414 10/03/2005 STRUCllJRAl COMPONENT H60S26 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT H6{)S26-2 SIMPSON Fl 414 10/03/2005 STRUCllJRAl COMPONENT H60S2t) SIMPSON Fl 414 10/03/2005 STRUCllJRAl COMPONENT H60S2t)-2 SIMPSON Fl 414 iO/03/2005 STRUCllJRAl COMPONENT H60S210-2 SIMPSON Fl 414 10/03/2005 STRUCllJRAl COHPONENT HUSC26-2 SIMPSON Fl 414 10/03/2005 STRUCllJRAL COMPONENT HUSC28-2 SIMPSON Fl 414 10/03/2005 STRUCllJRAL COMPONENT MBHA SIMPSON Fl 53t) 10/01/2005 STRUCllJRAl COMPONENT ITT SI MPSON Fl 414 10/03/2005 PRODUCT CAlCGORY ANCHOR SYSlCMS SIHPSON STRUCllJRAl COMPONENT HEDGE ANCHORS SIMPSON Fl 402 10/01/2005 STRUCllJRAL COMPONENT SLEEv-c ANCHORS SIMPSON FL 402 10/01/2005 r D E D AN5CO ~ STRUCllJRAl COMPONENT DROP IN ANCHORS SIMPSON Fl 402 10/01/2005 STRUCllJRAl COMPONENT THD TllCN HD SIMPSON Fl 2304 04/06/2006 S TRUG llJRAl COMPONENT TIN TllCN SCREH SIMPSON Fl 2355 04/30/2006 ~ CREATED 04-05-04 ENGINEERING, FA. P.o. eox 3400 - APOllO ee~ - FLORIDA - 33&12 PRODUC T CA TE60RY CHEMICAL TIES SI MPSON ~ - (813) 64& tZ>t66 PAX - (813) 64& ~caa STRUCllJRAL COMPONENT SET EPOXY SIMPSON Fl 402 10/01/2005 e6 4&t0 @ lliESE DRAWINGS AND DESIGNS ARE TI1E JOINT PROPERTY Of DANSCO ENGINEERING. PA, & TI1E WENT ON llilS PRO~CT ANY REPRODUCTION OR UNAUlliORIZED USE IS PROHIBITED. - 2004 STRUCllJRAL COMPONENT ET EPOXY SIMPSON Fl 402 10/01/2005 STRUCllJRAl COMPONENT AT ACRYLIC-TILE ADHESIVE SIMPSON Fl 2304 04/06/2006 ecALE NOTCD DRAUN s.v. DATE 415/04 N:/BLOCKS/STD 2001 FLORIDA FRODUCT AFFROVAL " '~.""l6.~"""'liW."'.~~~~-"~-w"'!""~'W.::J\_ .IsJ_J.'~tl'lrJllf-~"'_~ \.. e.FPA ~ ~~.fI!#?--~JfiIIW"""''';.w--~~ .. so >> :-..I n D n .... 01>> >> - so C :J .., C o :IE CD ,. \0 < :L. I -< ::l.. .L. :I) - ~ z Z J.I ~ - .... >> . :-..I ~ :I) - :I) ~ g ..J :a - ?: