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BIN A-3 PERMIT 5420
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DltvY:~IONAL FIBE~LASS S\-IIN3LE ON 151f FELT SEE SPECS. fRONT ENTRY SCALE' 3/4" - 1"<)" 8" MONO-FOOTING SCALE: 3.14' · I'-{)" SLAB FOOTING SCALE' 3/4" · I'-{)" .APA<OVf:D TRLJSSES AT Z-o" O.C. <DESIGN FOR 55 P.S.FJ R-30 BLOWN fIBERGL.ASS I NSLLA Tl Ot-:l 2 X 4 M1N T~ CHORD EN3lf'-EERED PER PL.AN 15/32" PLYWOOD SHEATHII'-.G WI ALUvt 'H' QIPS. SEE SPECS. TRUSS STRAP ( GAL V. ) 2 X4 TAIL - T'TP. \ TiPICAL INTERIOR W.ALLS' 2 X 4 SlWS AT 16" O.C. ~ QG. fiNISH SEE SPEC.S 8" K1\OCKOUT 8LK. WI I a5 CONT. I X 6 - 20' BEiCNJ EACH- SIDE OF OPENN8 1 X 4 AT JMv1BS 8" X 8' PRECAST CONe, 1.f LINTEL WI I n5 ROO ,I iJ I , I I ! f-- 26 GA GALV. tvETAL OR .019 PAINTABLE ALLMNJv1 DRIP I X 3 R5. TRI~i M:T ,AL GARAGE [)()CQ A:~ ELEV EXPAN JOtNT EDGE OF 8lK . WALL BE'fOt-D 2 X 4 CQ\IT. TOP PLATE ~ DR1VE ~ -l'X.f" hIp. F^~I~ SEE SHT. u 6 I ! GARAGE RECESS SCALE' 3/4. · I'.()" S"'l<NQCKaJT ax. FIUED SQID WI I ca5 ~~~~~~ ~ 2 X 6 p.r. 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G.AaE Ef'D TkUSS , SEo...Re PLATE WI 1/2 ! X 6. '..] f3O.- T5 o 4'-0- 0.0. R-19 < EXP.AN. JOINT TYPI.C~__WALL ~ECTION SCALE. 3/4" - 1'-0" ~ TIE BEAM VAPOR ~ER GARAGE LINTEL SCN-Et 314- · "-0" II 5t~ <?H~e.1 '?~1 ftJ~ APt711kQNI\L. INrOFl,MA110N." GABLE END, seMEl I IIZ' · 1'-0- 10 f~e.. f,E:-i;,1 Dr::- 1He... E.t--J~INe.eP'h ~t--JDWL..~~e. I>--ND ~E-lAE.~, 1H E.. ~1~Uoru~~1,.. Pl.-A.~ ~ND ~P~/r=lCJ>-.110N? c.oMfl,..Y WI1U 1He,. b1'~t-JD,b.P,D e,UIL..DIN~ CDD~) ~~11Dt--J 12.0'5 fO~ lCO MPH WIND zoN~ (14<11 ~DI1"'ON). lHI~ OP1~NIN~ ~~D t/~I~N I~ VAt...ID ~p., 12. MDN1H~ ~~fE:,p, 'THe.. D~1'E. /1 J? ~!6.N~ ~ND ~ep..t...~D, 7t6.Ne.D ~ND ~~t...~D FP~ 1H~ o/fP,UC,1UP-,p...t.-. f'Df'll'ION Of fHI? D~~J~IN6. ~NL..Y. I I I I I -~ - , <() <) _I I" --II . I --II - ~ _I \j\ ~ "<5) - I -' 0 --. ~ ~ ..t- IT" -' ~ -- . ~ ~~ _I \t\ --. ~ , -..9 =+ -. ~ . N L . 4'.811 WI. III 7.-'J.''''4'' 71 II Z~BI ~'~4" -0 { 1 ~ I I I I I I . . . 141...4~81f If," W. K I~~ ~1',1H!~~~N~!7 ~R1E.- w/~ U~! wN1. (1YP16A,I.... ) "1.) ~ ~ - \ () . ill. I .11 ~ r4" , II '1- 1.4 ,,'_/0" . ,.. .11 4'ii'~4~ le,'.o" , .,11 8-, ~ ~~ 4tB'. d I ~ '..I" ~ r<f'~ l 4~WNc,. t;L-~~ 7~4~ ~ ~t _~ ~L.-~v,"+" I ~ I "- 1~/7'li' 11~ 711 } I I . fD','1 \1 . . ""~M~ "!-All> l'll~ ~'Ii' \ l7 ~t. ~ eL-rN. 0'.0" (P-??UMt::.I7) ~~ r- 4" 11.0,1.... 1,,700 ~~,I. W~.~I.-A.e. W/~~'/..I)' ICII~ W.W.M, to Pi, ~1~~~l1e~H) Ove;p.-, lJ Mlt.. VAWP1 t>AI17P11E"-~ 6N tL-~M W~t..-L- WH1NAe::!:' 1'~~t"'II1'e. 1~~A1'W F'II..I... (1'f~) ::~ :>: Q. ~~t IO'.?%~' I I I ~~~, h""~ 'c'G.O"1'.(..~ ~Lec., LAN rOlf' l<:'Ckl'"1ON) , 'I" t ,.81:J.. I~ , ~ 12,'.0/4" I ~ 4'- 10" · TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, SECTION 1205 FOR 100 mp" WIND ZONE (1991 EDITION). ~=1l . III II' I~--;:: \1 f II II' II ( J I L~ \ II 1,/ _ L _ -=::. -==-- J...l- P ~ -=~ I -t;=1' - /' -:-, r-=-p T( -=-::.:~11 I \,) I \-r: II III I~---::'-l \ " " - ,I JIt- I ,- ___~'x ~ . . l-,~~,I · .:THIS DRAWING AND DESIGN IS INTENDED TO BE A MASTER SET OF . 'PLANS AND IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED, (DRAWINGS MUST BE REVIEWED FOR COMPLIANCE TO ANY CODE CHANGES WITHIN THE 12 MONTH PERIOD). · SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF T HIS ORA NG ONLY. PRECISION PRESS 116 STB-A .....~,..........,.~_.... ..........,"__ "...,.,".. _ ......,. ""'..,., ,. _ ~.~..'~ ....,...~."'" c ;.IfiI'."" "O'.#-'''~ ",.,'''~''''- ~ ~ ......_.-.--..___.................~.~..,' . _ 'C"," ._ ...,...............,..... ,. ~B'-o" 'oJ 1)=---11 Jill II - IL- tI ! 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(2) *'?~ IN pp-,~'?r L--1~'fL..~ ~ I t.d ,d' i-d' " , ;l.o~d( ,^)l~J{).J j L..,15) (JJi-l/...t^ be il 6r dnur- hejLt -Sk II 0, +'i'1({<,!. <; v~l, t:f;.- 1tfo(), '2, 'Oil ~~ , " . =-~ . - ~ ;f -(Q _I '* -() ~ =00 _\ t'-- ~ L..IV I ~b &.{:J...tf-,~ ~ ~~y 1'~ , P p..11D =-;- ~ I'I~W t,.F. 441 t;? F. 58 ?, F=, -L- tJNO~h p.,a)F=--1.J2".5 ,?,~. 4(., ? ~ · TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, SECTION 1205 FOR 100 mph WIND ZONE (1991 EDITION). · THIS DRAWING AND DESIGN IS INTENDED TO BE A MASTER SET OF PLANS AND IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. (DRAWINGS MUST BE REVIEWED FOR COMPLIANCE TO ANY CODE CHANGES WITHIN THE 12 MONTH PERIOD). · SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS ORA , DNLY. REVISIONS BY ti .. ~ ~ \UcJ) ~~t z~;t ~\i)~ 4.~""""" \1.Q~ D~S8 .J ~ ~ ill <{ '-- z t ~ill ~ ~ ~ i~ >\L~~"I ~~~~; tC 4.. r \U ~-1'~~{ ~~~i~ ~~5~u\ L~7tI.2 8 & ~ () L \- -:J ~ 4 ~ J: ~ \l. , ~ o hl~ ~ ~ ~ ~ C) ~ 2 ~ DRAWN ~P61 CHECKeD OATS ~.. :z..~4? SCALe YAP"") I e7 .JOB No. SHeeT 4- oP ~ SHeeTB \lIP 'fUA<. CA~P1IE ~ 1I1tU~S (~' ~~1"~^C,t<) C;'-olt fl,.A:fE.- ~~ e.-I~ ~11 I ----.. \ ~ I \ / I ~ , ~ 7 - '" V ""- /- - ~ ~' V ~ ~ ~ / '" ~. V .... / r- 'T Z l' ~ " ~ ... l' 4- V ~ ~ , , - \r- / '" \- .{-' '/ / V /' I )/ V \ / ~ ""- l~ )<V '" V , lI' ti I ~. J / /1\ :9 " '\ 1-. / 1/ ~,," """~~ 1 1" b r ~ ~~ r-. NAI.- Pe,AM!?. ~IP UNrf J ,~ ~liJi~!:-INil".~e^H \- /"'-.. I -})/ 1'g "<< i l e~l"f)t'1 e 1'~4J' A (;1. - ~~t1 (M1'OH e 8'-411 "'~Jlt,J. ~ L..-~,) ~ltJ. Ft..-~, ) / I~ / ~ / " ~.. / "'- ~ ~IP J~ C~~P'1leh {f'>U7~ (lb' ~61e>p.t-/<.) bl~[/e p, i~Llt;" CONvet-J11o l--tN1"t.-~ IN 'lie ti?1e? : I) NO I N16- ~ 10 ~ ~ e.~ ft-, I N~ hJp.. t.. :<.)fYPICP-\...- ~~P1IN~ ~elC1~1 e, e},o" )..~. ~'N. ~ t..-p." "')fl'b e~IN~e.~tU> ~p 1P,tJIh~ 8 ~o,c.-, 4)1'~tJt,7 U;I1PN'J'1' <?~f' O~WIt-J(;,s. 10 e.e, ~INAL., ~~ REVISIONS BY tf \U DI1' \\l~ -It) " ,s't )- \ tiJ 't- 1 2.{~ -:1\U <1:.~0. ~~~ iPi~ ~AYDLJ1 NOIf,: ~e.-e ~~~e.1' ",,1" ~Oh ""DDI'f10N~(.... 1"~LJ~~ L..-I'yoLl1 IN~O~I1~1IDN. ~t.-e. : 1/6'f:, I~ l'll r4)0~ l"-lb f'e..~ 0P~c.4 ("fYl'll..p-. 1,) liU (-1'( P. ) 1 ? 00 /( /1 L 71P, IK I':. ;1011'l1 ONl-"(l 0 I~~ B f 1 / L -?1U?w (1YPIt-AI.-) 7 c=J :: o " 00 // ;:/ =d) -' ~ " d)~ -, ~ // /' .3~ '-J . 1/ '-" f"t-..1'IO "/G- ~ N, F=t..-P,. PS~At?-) D D -~~Pl ~1[7~ ~lb~1 01D~ o o L 0tJUo(1'<PICI'I.-') 7 ,.... ---- \- "2. :l; ~ ~ .J' - ::l \\l _, ~ ~,.o :r g -, t~ ~c~ 4 ~ ..1-' ::; '-' ~""'-J. , L t:" )- tt t. ~ ~ DDDDDDDD o ODD DO ODDDDDDO 00000000 ffr= i:1 DO III DO II: ~~ [B &" 01' tJc.- co ~"r-J p Pp,ONI tSXiBPi/DP7 ~~~YA1IDN? L,[AIA~: 1/41 CoI !..oIl .~ . '.. . -':lit ' ._..... "" .,-",..:if. . ''''',.;;'_A . :"'tl.. F'R""!C;IQU F'Rr:"~ 11651 [l-^ ~ (j ~ ~ --.J ~, ill -J ~ tC 4 CJ ~ ~ ~ \-\.\1. ~ :=:) X J: ~\- DRAWN -- f1P6, CHECKED DATS ~ -;/..- 47' BCALS V6J~) I t=:? .JOB NO. SHEST 5 i OF ~ SHESTS ..,tit.... ~ , , " f I , t ~ l' . ,f t- i' I, 'L.: ,.; , ~ f'". "'~ ~ ) r/X \.~, ~ " ., f}' /0 , \ \ \ \ I / ~-/ (-t. - ~-- . . -, .., . ~ ' " ~:,\ =D' ~1". v. ".- /--l$- o .flO1'~ : - K.. UXA1ION~ V~~lr:'f P~ON~p.Nt/1',Y. 1~ # ~~1~16AL, '~AYOU1. /--4.11 I' 01' t;tp..~: I .. Co... , '- ,t,j. ;1-" pprf"ISION F%SS tlR <;l(\-A '" L - -qf' II II II , I , 41 II " -0 " I I - - ~ft.f,.OiJf' , I II ,: / ~ / I -~ -- - ,/ / /- D- ~elo, \ \ 1~:9:; \ M-nc. - ---1 '\. [ I '" _,_-l \ Q . <tt> 6171.liP,. or. -ZIO.. ?,z..(C:1) 210:;; 8-(A) ~(l...) } / I I I I I h w.~ ~, c;)~ r~e.\..o Me.1~ . 'r'--:-"'~ ....-------...'Wr . '\ .----- ~-~ . , , R.VISloNs .#: ::';..-.."..",. ., i Ii' : I I I I ~ b ~ !~I :4: L..) .~ tl: 't:- ~ ~ ~ . I DRAWN ~ Jt>P'(i1:--- CHSCt(IID r,: l t:~ ~~; ~ .!i ~ ~ .,'\ ~~- " 1, ( " I~ li 4-Y ~II~ J-I t - - 141 11 'J: /' "~II~ ~ / \ ~ 1.1 ..v- /}- -~---:J.Ll 1210- 52-fA} r \ ,\ I I ,1,1, I ~j V~) t, ---__D , \ \ \ \ \ I \ \ \ . ^ \ A.-----___. .-::y- '---~ ------- J~0016~ h1~e-L- WNDW 02'50-61-((;.)1- { *: If " 2.. ;.r. i -, DATS '='''?!Z-.4 '? " 8CALS ~I/f~l~cf~---:,=~~-.':'.. , ." .':. .JDB D, 0" b I .... I ~J. ;::":'\,~;~.' "l(.' 8H..T [; . .. Tf:<Ue~ 1.. A your TRUcE:> f=Fr<AM INa, NOT5f!.> = - UPLIFT CONNECTION CROSS- REFERENCE*** f-- iD~~8U' t5-Jdi~9r . .I~;U::( \ to~~;r- ..\ ~T~.. \ ~~}~~~ r~r~~~~~~~.1 I TYPE I La.. CATION. I. \LB.SI-. A20 \_ 2....1 .. 25. ~_6J ~2 19d.-~ 1.12.".1 I \ T 1 ___ ___" F__ ____ -1-- __?~3 !-l\____ Ij~J_____ ------ 2 ~-. --- .2546 1 32 -1 Od x JX(- ! _.__n____ B.' 2437, HETA20 .______---\----- ____un_on_on I l-: ;5=....\...-- --F ...~- \-_-2~j7\-HG~S~~-3C.\:=--C:-1.... ....--~::~. ~. 3;~{;:~d1;~i= t~ n~._n l~ ..~==J:. ::;r-H:::~-~_~~~ :~:t~_:-5.2:5i"~.. :i~~10d .., .~~:TT:A[~I~;~EtRU~S~~J2~SO.~~N"~MEfi~~~~RFt;~:~~Ji:~g}J~yJ~~~~S:;.\ I MASONRY; DOUBLE SIMP I ! I ON GIRDER UNLESS OTHERWISE NOTED, ACITY i l M~~~~~:S~T-;~Ss-~prY-rv~Luf:AR:T~:S~!~r~~NT~TI:N1~~Ll0;~~~1:~l,. I TIMBER-\' ...n. - -\ ...: - - i .. ... MfS12n-l[. _.1 .! ...._.8' 0\'4_-: 1 O(jx 1 h Ij, I GIR~ER+-:_ .. _ I .. ._ - !HOS26 othe~.. t .. 1556 !.20:.:16dx3'j,'- it. Double connectors to be placed dlaglo~allY t~h:a~phposite side of the truss which could Ide Do not drive nails througtl the truss p a e on force the plate off the truss, 1) ALL CONNECTIONS PER SIMPSON CATALOG C-95H-l CONTACT ENGINEER FOR ALTERNATE CONNECTIONS 2) LA YOU T WAS PRODUCED BY THE TRUSS MANUFACTURER, AND IS SHOWN ON HilS DRAWING FOR REFERENCE ONLY. J) PRE -ENGINEERED WOOD TRUSSES SPACED ij 24" O/C TYPICAL, UNLESS NOTED OTHERW1SE 4) SEE FLOOR PLAN AND ELEVA nONS FOR ADO I T10NAL ROOF INFORMA nON. 5) TRUSS LAYOUTS AND TRUSS ENGINEERING PROVIDED BY mE TRUSS ENGiNEER TAKE PRECEDENCE OVER mE TRUSS LAYOUT AND UPLIFT SCHEDULE SHOWN ABOVE. IF THE LAYOUT OR TRUSS Vt\LUES ARE REVISED BY THE CONTRACTOR AND / OR THE TRUSS PLANT, DANSCO ENGINEERING, P.A. MUS T RE V1[ WAND REV1SE THE PLANS AS NEEDED. - - - -- SIMPSON STRONG TIE . HUGHES MANUFACTURING. INC. SOUTHEASTERN METALS MFG. '--- " -------~-~-_. - '-- CONNECTOR CAPACITY FASTENERS CONNECTOR CAP ACI TY FASTENERS CONNECTOR CAPACITY F AS1ENERS __ ET~I_2 580 5 - 10d x 1.Jir.. TA12 500 5 - 10d x 1 1/2" TAPR28 720 5 - 10~3"_ ETA16 725 8 - 10d x 1 1/2. TA16 601 7 - 10d x 1 1/2" TAPR21Q 865 6 - 10d x 3" - r--~-- -- --- ____~~?~ 1160 10 - IOd x 1 1j2" TA20 902 _~ - lOd x 1 1/2" ~P~212 1153 8 - IOj___~_X_ HETA20 1845 16 - lOd x 1 1/2" LPTA _---.!~O 15_ - 10d x 1 1/2" TAPR216 1~5 \1 - !Q?_~J ___~2.5 394 10 - 8d x 1 1/2. _~QH / R!~ 494 _ ~--=--~~~~ ~CP~CP~_ 520 (8) 8d I H5 432 8 - 8d x 1 1/2. HCLH / RH 494 8 - 8d )( 1 1/2" HCPR - HCPL 520 (of 0,j-- H7 884 14 - 8d x 1 172" NO CQlAPAR-ABlE CON-NECTOR NO CO~A~~l~~9NNE~TQR --] I-ATT2eS 3187 24 - 10d x 3" NO COMPARABLE CONNECTOR NO COMPARABLE CONNECTOR ..---------- ~----- I-- IJAS 990 6 - lad )( 1 1/2' I-AS 9~ 8 - 10d x 1 1/2. FA-3 940 6 - 10<1 x 1 1/2" HD2A · 2T75 5/8"' BOLTS _ A028 . 3265 3 - 5/8"~ BOlTS ADS-2 3165 3--=--57~~~~~B~c0s ~_ HD5A. 3705 3/4"~ BOlTS AD513 . 4385 3 - 3/4-~ BOLTS ADS--5 42~~__~.lL~'~_~OlT~ HD6A · 4405 7/8"~ BOLTS AD7A. 8050 2 - 7/8"i"- ADS-7 7900 2 - 7/8"" 1 - 1 1 8.\1 BOLTS _~=-!JL8"~_~OLT$ (18 16d [llilOd NO COMPARABLE CO~ECT~ (20) 16d / NO COMPARABLE CONNECTOR (10) lOd _x 1 1/2. __________________ 2013 / 4200 (28) 15d / NO COMPARABLE COtiNECTOR (!4) lOd x 1 1/2" ___ _____ 580 12 - 8d ~2" F^P1R Enl (6) 8d I :~~-- {\8i} \~~ : ~ '11;" --{~~+~~~~ - l{~i-- - ~~~~~f:--~-~)~:~1 1108 .(16) 16d , J 1/1" R1P18820 llh- -- jJB.L~i;d_;::iTilJ 935 / 1045 .. 1550 / 3205 .. 8 - 10d x 3. 20 - 16d x 3 1/2. J-lA213 EHUH26 861 / 2854 1438 / 3000 '\. I I - - , !/ /--- V---- 'I~.v'-- = I lK~ = / : I i / !"\.y! J . ! Tl J ~l -1 I I I I j 1 I I I 't 1 I I I \ \ \ ~ / l/ I -- ~ ~ -- _"\ - -- :'\ "- "'r\ ~ I '\. r"", _I / II ~ / ~.;r /' Vvr-- \ / 17IJ r'\, )\ / ~,f.I '\ '" / /\ '9 i\.. '\ .. Ilf '~'~~\.!1l. / ~- \ '" A ,. LUS26 1------ HUS26 fl. HUS28 2000 / 3775" 30 - 16d x J 1/2. EHUH28 13 I I - A35. --MTS12-r-" I-AT$16 ------ I-ATS20 500 1000 1000 1000 12 - 8d )( 1 1/2' 14 - lOd x 3. 14 - lOd x 3" 14 - IOd x 3. FA€> RT12TW RT16 rN RT20TW -- - I ~ ~ -- 1 "\. - ~~b- -~ . MIN:MUM 3" MEMBER .. REACTIONS ARE FOR ROOF LOADS ONLY ... DO NOT [)f~IVE NAILS THROUGH THE muss PLA lE ON THE OPposm SIDE OF THE TRUSS, 'h1HCH COULD FORCE THE PLATE OFF OF TI1E TRUSS, _ --1 17 ~. 7 ,,-------= ~- rf V "--x t: /1 ...r~ / : ~- - / . " 'J~ ,\W 4. ~IN. EMBEDMENT -SEE SCHEDULE FOR iE AND QUANTITY Of" r ASTENERS LOCA nON OF SECOND-"\. H5 '\ ) l1---- fl!;:, .."~",,, .. ,~:.':::j) >(" '" <:' f-_ ~ 1 ~~ ~~ -.:~- I" ~ ~ t I~:"-:-Jt" ~ ~ )~---.;: ) L..--- rl . _ "." .-:--- ~ rn !:~~~~)~1~ ~~ " / '\. rr I I 0 I I '"'" , 0 ~ ,,-:,::: (I ~ ~~-~I'" ::::: ~ ~ 1f4 ,.., - ___;:; ~ :;:::1' c ~" :~ ~~ ~ :::; .........~ ----==- 11m ~..:11~--""" ~<<~ (~.~;..~ ~ ~~J/.,~I I ~ J....-l ......~0:'~.~tX.. ~ . ~ ~ A. 1\_ ". . h ." .. to ,~.~.. - ~~ li/J~ r......... ---}0 l -.............,pl ~fd Jill. ~ .0;> J . .~ . . ..;! ~ P;'u kK~ ~ TYPICAl.. I4lJe !'N(')'r AtJA T I o.'J 'f'YIOlCA1. m A / HAT A lNel' AU.A flON ~<':.... ~ 1~1~....: r...:: ~ ~.-~~ N,J ty?:)ICAI. ..H~ rNe1"AUATr ......... ~~~ ~~ ~----~j ~ . 1 '. , J RT A / ~nT A IN&T AL.i::ATfo~ ; MloePAN ~~ ~~~ ~/<:/ J .' III . . & ~~ '/ ...... , c- I.L;~ :I '. 'rY?='1 CA!.. MTe> lNeT AU..A T I ON 'f'YTOlCAl. Mm8~ IN()TAUA,.ION - - $lI-APSON H5 AT -\ ! EAUt JOINT f'(P, ...----------------- /PR(-fAO CHIMNEY O\P fLASHING or~UCTURAL NOre& t'x BUILT-UP COLUMt}-~ GAL V. MEl :.rlASHIN\ ~~ CRICJ(E~~ I /'/2' SHEATHING OR O.S.B, ~-2"x4" STUDS @ 16" Ole MAX, 1) coors: 1.1 STANDARD BUILDING ew( CONGRESS INTERNAllONAL (\991). 1.2 BUILDING COOE REOUIR(lJENTS FOR REINFORCED CONCRETE (ACI 318-89) 1.3 AMERICAN SOCIETY Cf CI"~l ENGINEERS UINIMU~ DESIGN LOADS FOR BUILDINGS AND OTl1ER STRUCTURES (ASCE 7-58). 1.4 SPECIFICATION FOR TI{E DESIGN. fABRICATION AND ERECTION Of STRUCTURAL STlEL FOR BUILDiNGS (AISC 9n~ EDInON). 1.5 ~DESlGN SPfClFlCA nON FOR UGHT U(T AL PLAT( COONEC TED WO(j) TRUSS€S' BY n{( TRUSS PLATE iNSTIl1JTE (TPI) 1985 EDITlON. 2) DESIGN CRITERIA: 21 DWElliNG flOORS - 40 PSF U\1: LOAD. 2.2 BALCON:ES - 60 PSF lIvt LOAD, 2.3 WALKWAYS - 80 PSF L1vt LOAD. 2.4 ROOF O\-{R L1YlNG AREAS - 30 PSF 1Iv( LOAD, 17 PSF (7 PSF TIC & 10 PSF B/C) DEAD LOAD FOR SHINGLE ROOfS; 25 PSF (15 PSf TIC & 10 PSF B/C) DEAD LO^D fOR CONCRETE llLE ROOfS. 2.5 WIND - 100 MPH, PER saCCI UNLESS NOTED oniERMSE. 2.6 NO UPLIFT DEAD LOADS 10 PSF SHiNGlE; 15 PSF TILE. " r 01- -7 THRU BOLTS AS REQUIRED -d::=-I ./ BY MFG. (f ,I ..~ o -t-:;; ~ \ . J" BOLT OR HIL TI OR HIL n KW1CK BOLT II W/ 8" MIN, EMBEDMENT AS REQUIRED BY MFG. " >- ZoO"( ::c z :z: V1 ..-( j:!:::) z ~ ;:~ ~ 0:: I- 0:: · W z'o OJ:- I <.5~.1 i--).I: C) io ,.....j~ <r ~ ..-( ",:l: o(S xM , V2~.4" BLOCKING (SEE I-AANUF. SPECS fOR MINIMUI-A DISTANCE) ,'- EX TIRlOR FlNI SH t1' ~ ;-PRE-FA8 CHIMNEY / /" mOCKING tlIJID POINT /" /"" 'MiEN CHIMNEY EXCEEDS 6'-0" /" IN HEIGHT " ...., ....... t -.. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCA TIONS (RE: sse 2703. 2.1) 270.12 H010rdOlJs Locctions ' 270.12.1 The follownq sholl be ccmidered specific M1ardous locations for the purposes of 9101 ing: t 1. G1ozin'J il ingress and ec;ress doofs except jeolousies. 2. Oozing in fixed and sliding poocls of s1idin'1 (polio) dOCK assemblies and p(J',els in s...nging doo-s. 3. Oozing in st(,(m d00l"5. 4. aozing in 011 unframed swinging doofs, 5. Glozing in doors and endOS'Jres for hot tubs, whrlpools, S0J!10S, steam rooms, bathtubs and ~owers. Glo1ing in ooy podion of 0 buiding won endos~"q these comp<rtments where the bottom edge of the 'iozing is less than 60 inches (1524 mm) above the dron nlet. 6. aozing in on individual fixed or operable panet adpcent a dOO' where the neorest vertiwl edge is within 0 24 indl (610 mm) <YC of the dOCK in 0 closed positi(t1 and whose bollom edge is less than 50 inches (1524 mm) above the fiOCif' or wo:kin'} sur/OCt. 7, Clozin'J in ell indivi<lual fixed or operoole pooe-l, othef than those locations descri~ed i'l items 5 and 6 above, that meets aU of the following conditions: 1. Exposed areo of on f1divi~ IXlne <Teoter than 9 sq. ft. (0.84 m2) 2. BoHom e<1ge less thoo 18 ind1t>S (457 mm) above the floor 3. T~ edge greoter than 36 inches (914 mm) obove the f1001" 4. <X1e rx mrxe walking surfaces withi'l 36 nches (914 mm) horizmtoJly of the plone of the glazing. 8. ,A.lI glozing n railings regoro1ess of <Yea or height OOove 0 walking surfoce including structural baluster ponds ood nonstrudurd in-fiH pooels. 9. aozing in 'NoRs and fences enclosing indoor ond ootdOCK s-.rmming pools where tt',e bottom edge of the gazing is I) less th01 60 inches (1525 mm) aboye the wcjking surfoce (,(l the pod side ond 2) within 36 nches (914 mm) horizontally of the wolkng surface (t1 the pool side. This ~a" CW1Y to single gazing ood 011 poot>S in multiple glozog. 3) SOIL: .3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSt, I I . I , 1 I ,,,. o.~ ,1 n'" \t:.) L.:, " /tALV. Wi. flASHING TRUSS TOP CHORD Sl~PSON !-ATS12 0 EA. CORNER 4) CONCRETE: 4.1 CONCRE1f: COI.4PR(SSlV( STRENGTI-I AT 28 DAYS: 2500 PSI (NORMAL 'M:IGHl). 4,2 REINFORCING BARS: ASN A615 (GRADE 60). 4.3 'M:LDED WIRE FABRlC (W^f): ASN A185. 4.4 DETAIL REINFORCEIJENT IN ACCORDANCE .MTH ACI .315. 4.5 CWCREl1 CO\-{RAGt Cf REiNFORCOAENT: FOOTiNGS 3" BOTTOU AND SIDES, 4.6 EARm SUPPORTED SlABS: (INCLUDING EXTERIOR WALK AND DRIVE SlABS) 3 1/2" TIilCK '-AIN. REINFORCED Wlfii 6X6 - Wl.4 X W1.4 WNf AT I.4ID-DEPTIi or SlAO. flBERI.lESH YAY BE usm IN LIEU Of '/N~ AT CONTRACTOR'S OPllON 4.7 CONeRE TlNG IYERA TlONS SHALL C()'cPL Y wm~ ACI STANDARDS. 48 LAP SPLICE SHALL BE AS FOlLOWS: 15 BAR 25'. 14 BAR 20., 13 8AR 15., 5) MASONRY: 5.1 DESIGN AND CONSTRUCTION SHALL CONFORI-A TO n~E SPEClrlCATION Of Tl1E NATION^L CONCRETE MASONRY ASSOCI A TIVN AND ACI 5.30. 5.2 l.AiNIMUM MASONRY UNIT STRENGTH: 1m 1350 PSI, 5.3 I-AORTAR SHALL BE TYPE S. 5,4 ALL BLOCK CElLS AND CAYlTIES BELOW GRADE SHALL BE FIlLED WITH CONCRETE 'M-lEN STEM WALL IS GREATER n~AN 24" T^LL ABOVE GRACE. 5.5 fiLL CELLS WI (1) 15 BAR SHALL BE LOCATED 0 10'- o' OIC !.lAX, AT EACH CORNER AND EACH SIDE Of OPENINGS eREA TER niAN OR EQUAL TO 6'-0". 5.6 lINTllS SUPPLIED BY APPROVlD MANUFACTURER: 1) FECP leAST-CRETE CORPORATION 2) PO'M.R CONCRETE 3) ~-LUEO PREC,&,ST 4) LOTT 81MF=>eON GTf<ONa. TIt! ~O S PSON !-ATSI2 @ EA. CORNER {)OOBLE 2"x4" BLOCKING enCTIOf\l -A-AI SCALE: 3/4"::1'-0" 36" MAX. f-- I ROOF DIAPHRAGM NAILING SCHEDULE - 100 mph ZONE . ATTACH BLOCKING / TO TRUSSES w/ SII-APSON AJ4 ANGLE TYPICAL o - - - - - - --- - _~IOC(_Ji~(_ -- - - - - - - - - - - - __ _ __ - _ _ _ _ _ _. _ _ _ <--Y . ~ ~- -+- -+- + . TO mE BEST OF THE ENG,NEER'S KNOM.fDCE AND BEl,fF. mE STRUCruRAL PtANS AND SPfCIFlCAT10N') COMPLY WITH TIlr STANDARD BUILDiNG CODE. SEcnON 1205 FOR 100 rr.ph .'''-IND Zmi[ (1991 EDInON). t- + + + + + SlOPE - + + -+- -+- + ~ · n-iiS ORA WiNG AND DESIGN is VAUD FOR 12 MON r..s AF 1ER THE. DATE 1 T IS SIGNED AND SEALED. ~. SIGNED .-..NO SEALED fOR mE smUCTURAL PORnON OF n~IS CHAMNG ONLY. ; PRE - ENGINEERED WOOD TRUSSES -+- ~ 6'+0. /~~ ~ 6'-O~ v / --.-----: /'T' Itt + ~ ~ / + ~ . t .I1 l'l en . . / ~ /;:r:ET I . (- .- - - - - - - .. -~ ~t- , , + + + + + + ~ ~ DAN5CO JU!J ~J ENGINEERING, F,A, p.o. eox 3~16 - Af'OOLLO ee~ .. FL~DA .. 3~t}12 FHCNE: .. (&1.3) 6-0 rt>166 FAX .. (81.3) 64!> ~M ~E:C (1St''': P Lf- / II /7 r;" - p-~f. . "' (T) f"\J (~xi (\) (n (- ) ..- .~.::..-.:., /PRE-FA8 CHIMNEY ASSE~8L Y 1"- ," (/ " /" " 11"_ \ \ /I " II '......._-~: A ~ ~ ~ C- o ., l.;!.- ~2'X4. @ 16" o/e MAX V.r,." BLOCKING lYP. 6) WOOO: 61 WOJD SffiUCnJRAL rRAl.4lNG ME'-ABERS 12 SOUTH(RN YELLOW PiNE (UNLESS NOTED OTHERWISE) \'.'lm AN ALLOWABLE BENOiNG STRESS (Fb) PER ND5-91 ::: 1250 PSI AND A MODULUS Of ELASTICITY ::: 1,600.000 PSI EXCEPT SruDS V.'~ERE spr STUD OR CONSTRUCllON GRADE MAY BE USED. 6.2 DESIGN, FABRICATE AND ERECT WOOO TRUSSES IN ACCORDANCE 'MTI~ THE "DESIGN $PEOFlCAnON FOR LIGHT MET-'L PLATE CONNECTED 'NOC{) TRUSSES' BY niE TRUSS PLAT[ INsnru1E, 1985 EDIllON, H18-91 AND QST-88. 6.3 ALL EXPOSEO WOOO OR WOOD IN C().jTACT WIlli EARm OR CONCRETE TO BE PRESSURE TREATED 6.4 ROCf SI~EAll-iING: (APA RATED EXPOSURE 1) 1/2" PLYNOOD OR 7/16" OSS MiNll.4UM SHINGlES OR TILE 6.5 UNTREATED 'M)()D SHALL NOT BE IN DIRECT CONTACT ~TI1 CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARiNG LOCATlONS 'MmOUT 'MXlOEN TOP PLATES. ... + + ~ " /' '.' t ~ ~ <=;:> t . t- -;1 'r- , i t j , ~ r + + ... +tj-t~+t~ ++ +~~ ~+t j + , ~ I- I t ~ t . . '-"t .. f . + + t + ~ ~ t I . "-- RIDGE UNE . . .< ", J.;J I ~ I- ~ ~ ~ ~ ~ l 3d COMMON NAILS @ 6" o/e -- r o/e @ GABLE END WALL OR GABLE TRUSS 'lJ , I-- ] 3d eOlJ,MON NAILS () 6. o/e tDGES ad COMMON NAILS 0 12" ole INTERMEDIA1E " A"'~iAL """" SUMMlm I.IILL BUILD Ens / "-J/\ \ 8CALl:Norro ISLAND !DRAiJ.N BKA / II DAte '113~ IrllEN/ll.~E ~ 1/0')):[;1 ,,~I \) ,~~~ TRU55 LAYOUT, NOTE€> (f] In () n) I T-rPrCAL. C~IMNnY F>L..AN SCALE: 3/4- :s(_Ol ' . l' 7) MICRO-LAM LUt..4SFR: 1.1 MICRO-LAM S TRESS GRADES SHALL PROYlDE Tl1E FOlLOWiNG MINIMUM PROPER nES: E ::II 2.000,000 PSI Fb = 2.eoo PSI rt -- 1,850 PSI fc = 500 PSI (PERPENDICULAR) Fe = 2,700 PSI (PARALLEL) fv:s 285 PSI HOlf: 1) ~I STRl)(MAl. NO:f5 r~ 101l1U; ?l:OflCAnCNS. 2) 00 .om ~ nff P.(X1 9{.Ur't!G '){.l.ll ~ STA~PlO mo 0C'0JIl O\-fR rKAjj~ loO<<R. . . c ~ . . --/ L') <: L) " ,-, -"{ f...) C) ,-- =-.1 -1 "- ~----,_--...-.~--- .- 950779 'f------------.-..--.~.--) I --.-..._...__..-.....'J........___...-.-___._____.....t'._.... .~_ .,......'._...,.. _..._...._~_.~_.-./ -" I I .-' (1. Ifl '-, , TYPICAL S~CTION THRU WINDOW T ~ ~ T - SCALE: 3/4'=1'-0" ;2.'1.4. sruos @ 16. ole -Lrl Y T-Il, rr-- I II ~ I " C.M.U. LOAD BEARING OR - -rr? EX1(RIOR WALL \ : ~ /DOUBLE 2"x4" p, T. SruD l ~~r J ~ . ~. ; ~#5 VER T. IN FILL CELL J- :t r T r r -1/2. x 6" "J" BOLT ~: E; .--2.x4" P.T. PLATE I --r A. r. I -'::-'~~~.i~~~.~ ~~'~A~~~ '. . ..~~~~' ~~~>> ~~~~~~~~'" / //~'///,>>/>>/ij/U///>,/ // / f=RAM~ WALL. iO C.M.U. WALL CONNE.;CiION , . '. 12 PRE ENGINEERED WD TRUSS @ 24" O.C. MAX. P) ) 15 L8 ROOFING FELT (SHINGLES) OR 15 LB FELT TY VARIES UNOER 901 HOT MOP (TILE) HURRICANE ANCHOR @ EACH TRUSS (SEE ELEVATIONS) ~ wi METAL PL. UNDER EA. TRUSS SHINGLES OR CONCRETE TILE ~~ ' ~ / ~ 1/2" COX PLYWOOD OR 7/16" 0.S.8. MIN. I':. 1....... ELEV, VARIES tljt\ " ~ .......)~ '-.J;J j~~ ~x~ """-DRIP ,/~~' J := STD. 90' HOOK - ~ ~ (SEE DE TAil) :::- := .- ,.' .of fASCIA BOARD , . t.. .i~' 8"x16" KNOCK-OUT BLOCK wi 1 #5 CONT. & FILLED wi I 2500 PSI. CONCRE1E - ~ VARIES.< ~= I .. v8" C.M.U. TYPICAL ::: ./' ~. /fYPE 's' MORTAR ~.~~ ,.. - -- 2500 PS CONC SLAB 6X6 W1.4XW1.4 WNF OR Fl8ERMESH ~. . ~f (1) #5 VERT. IN FILL CELLS 1.' w ----- (SEE FOUNOATION PLAN & NOTES) J--- ~ ~ ____4"x4" INSPECTION PORT AT ~ U) ~ EACH FILL CELL TYPICAL z3" -;V N ~ ....----<;AVITY CAP :Ji I ~ ~~, ELEV 100'-0" " .~ 1. .\ . J:______ 'S-J, A. - - --'- - -. .. .1 ~ "00# ~ TOP OF SLAB .., ---1 "\'l:y~"/ '" G- r GRADE N 2 ~ 6 MIL VAPOR BARRIER J"-. // / / ;(/,'( r<i -r'~"%,,,~~f~>~/>. . HEADER BLOCK '/>>/>>:~:: ~~~~~ .1 . ,,/ ~':/ '" I ~(%~(;26'~" CLEAN POISONED AND COMPo '" " ~~%~' SOIL. (95% MODIFIED PROCTOR "~L" ~~~' PER ASN D1557) _____ ~t;?'" -l\' >:'//):>/~'/ CHAIR------ / "- . - STD. 90' HOOKJ "-2- #5 CONT. (SEE DETAil) "-4" $ 1 O'J 'N NOTE: ~ FILL ALL CELLS BELOW GRADE 'MiEN ~ '/MEN STtM WAll IS GREATER Tl-iAN 2 24" BUT LESS mAN 40" ABOI/[ GRADE ,,~ -. TYPICAL. WALL SeCTION ~ A l SCALE: 3/4"-1'-0'" S ~ f - . . . .\ ~O' "" .REINFORCING BAR" ~~ >-., . d~ TOP SPLICE OUBlE 10d ;1" -0k . " ~~ . t-o "~ lad @ 8" Ole . ",' . ,/ ~~ \ l\-eoTToM v NOTE: PLA TE LENGTHS MUST BE /: A T LEAST 8'-0" LONG. TYP tAL 2"x8" P,T. WOOD JAM / ~~. I\~~ DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYPICAL 6ARA6E DOOR TRACK. MOUNTING DETAIL. SCALE: 3":::,1_0' ,. o Q , T :j ~PRECAST LINTEL (wi (1) #5 CONT L/ v- - fOR OPENINGS GREATER mAN 6'-0". SEE WINDOW BUCK PLANS FOR ADDITIONAL REQU:RED REINF.) -.--/ r- &~;--'I /"-.. Y I ---ALUM 'NlNDOW 1 rAULK Ci} EA. WINDOW j,/r PRECAST CONC SILL ~~ ~ ~ &f ~ BLOCK WALL BEYOND /\LL CELL WI #5 VERTiCAL / \ 3) . {/ . ~ ,~ ~ / ~ I' \ \... <J ./ .H.D. RECESS EXPANSION JOINT, . 8" , VARIlD v -1 ---- ... - #5 CON T., 1 ~ I J, , A . " l' S:;,-:>>-- \"- ,.... ' ~~Y "K<<-<~ ",,- "-' \., J><<~y ~~0" · /~~~ <y;0J . . 6. ~>>)", '- /A..0 / /y/;,/ '\>> ~~>>;>>)T' ~~. /J' //, //, (2) #5 CONT , " , -4 \..... /' r: 3 1/2- MIN. \f. a I '~l <J ~ 6 ~{ / r - I ---------- h ~I-- ~ -~ 1. - J TYPICAL ~ARA6e DOOR R:=Cr=SS f8\ ~ALE:~T~. .~ I ~ NOTCH LINTEL ''''',ERE REQUIRED \ FeR CONCRETE PLACEMENT ONC. BOND BEAM w/ (1) #5 ==- I .. I or l .1 --.t.-...:..'>-- . .' I . -1-- 'r-_~- r-- ~ . r- -t- -.l.-<1l;. . .. I~. .. j . ~ _ I I I r I STO. 90' HOOK /: I I PRECAST LINTEL 'HI (1) hS CONT. I (U~'-ESS NOTED OfrlER'MSE) Ii I I I I I I I , 1---+ I I I r 1 V FILLED CELL WI (1) #5 'o1'RTICALJ I I C CONC. SILL WIND~ l \ I !CM~. OG / OPENING . I I -DO: "<, "<, tiQ~ ; CD F'IlL LINTEL AND ALL CEllS ABOVE UNTEL. Q) \lE:.RlfY THA T .ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. PT WINDOW BUCK A TT AC~ED WI Bd NAIL5 ~ 811 o.c. MAX AND PL 2000 OR EQUAL GLUE TYPICAL LINT=L AoS~M6L. y SECTION (;\ ecALE. 3/4U.\'-0'\V ~ALEI ~T.5. ~. 2"x4" STUD @ 16" OIC SIMPSON SP1@80TTO)\1 Vr,l 12"~x8" ANCHOR BOLT@do4"0/C & SIMPSON SP2 @ TOP wi 2"0x3/16" PLATE WASH!:..R TYPICAL PLATE ~ /WWF , , t- ----~---- - ~- - - [T - --;I __.____ ~___ _,.... ~" \0;- j J ~ · /,,~ ;-.., "/,,1 It \6~' /" V '" ,/ -"- ' " <=j' /,,//~/; \.'" :> /(~/ ~::~<\/ 3 1/2 MIN. .~ ,,~"" ,,-,-:". ,,~ .. . / :%'" ~ ""-/ ." / A /.L "- - /j ~~~' / /- '/A ,,// -'- \.1 {?-/ , "~,, ~ ""- ~ "t ,,-"- NOTE' (2) #5 CO~ r. /~>>)>>r);l/ H'Ln-'1/2'~ KWlCK BOLT II wi 4 3/4- EM8EDMENT MAY NOTE: 8" "-4" 8" 8E USED IN UEU OF' ANCHOR SEE TYPICAL BEARING WALL @ SITP>(- SOL TS. FCR ADDITIONAL INFORMA nON ~ iYPICAL. INTE:;RIOR a:AR1NG WAL.L ( C \ SCALE: 3'4":1'-0" \..~ ~~. SEE UPLIFT 5C~jEDULE ~ FOR UPLIFT COl\iNECTIONS t:- ~ DOUBLE TOP PLATE~'l SIMPSON SP2 CONNECTOR../ f\ - ,~ ~~:t:::J ~~)'). (~ <' , .....-.:...!~o . 2,....~..(\' .:-....~.. . . ~ "'. ."\~, \~\ .<0~ ) '. '. \~\\~\ ~ c........-- {;; (, . . \\\\~ ..~~..,\ .,~. . . ... \, - o (I (0'0 o. ~- oimf:?5Cn otrone -TIe MAE> SPLICE OVER STUD v ~5 &TD. ~<t')' ~OOK ~~..l.---"'-:.-t'r'C~ '''--".. b... 18 ..--~ F TOP PLATE 5PLICE: DETAIL SCALE: 3/4":1'-0' i ~ l_."......._~..._~.- SCALE: 11/1'1_1' _0" t t I , ,~ RECESS FOR S.G.D.~ _;~ARIE(f- "\ rWWF J ~ ~ :!.-)'.----z!---.......---J~ ~, .../ ~I 0" eJ /' ~ ~ ~/ ,/ " ,,/ I N - - - ~ - - -It - - -. ~/ / / "/ . ......... 4 A . ~ ~/ /, - - " . '~" r".. . 4. . /" ' I"") ,.> ~'" '( ~ " ;~/- ~;v ~y ~/ 1(")% :( (2) #5 CONT.' ,K;''<<''<<r'" 4- 1'-4" 8" .( ~ TOP PLAT~ - ~~ ol..A6 oTEP .t ReCeSS 15) o.G.O. rD"\ SCALE: 3-'4"sl'-0" ~ /21fX4'l STUD 6' I~\l ole ~ , /WWF I Nl J~J___L'_-._.-.-_......_ .. "GRADF. . ......... " ----..... 00 ~ ,'" Y)?,<<0>1/ ~/'~~ >'0>0'Y>'" ~~<'" "'~ ~ ",\:'~ ,,,< ~ // ~/ /",y:~/ "//,, . (1) #5 CONT 4" 8" -r 2"x4" PIT, PLAT~ . / .JJ)l..1C J t ~ J 1. " do- ~____.L_.l___..l___;--"- 1;-------- - A . iYF'ICAL ir-4ICK5NEO ~LA6 eD6E f2\ SCALE: 3'4"s\'-0" ~ ~. .' , " TY~lbAL.. INTeRIO~ NON-eeARING _ , OCALE: ,,~" _\'-0" -' ," ., ' h ? J" >.~... ~ ~ ~ .... . .,.- , . ; ,. ""ll".l #I;'l* .,~ ~ ,. :zV2"X4' STUDS 4) 16' Ole ,I - . Z 2 J~ ~------ , rr G G' ~, ~. ~ "-Z.', ~>,':--,. o~~ I "" ('( 0 ~"" J~;.:~ 7 , ~ "~G "t 1 ~ G oImpeon otrong -Tie MAB2~ I"") V (2) ROWS CF 2x BLOCKiNG AT mlRO POIN TS lZ (1) #5 VERT. IN FILL CELLS -:::r\ ~= - (SEE FOUNDA nON PLAN & NOTES) " ~ = 4"x4" INSPECTION PORT A T ~ ~~ = EACH FILL CELL TYPICAL ~ S f- >--- f--. f-- >--- ~'\ f- 6x6 W1.4xW1.4 WV';'i\ -I .. OR FIBERMESH 1- f\~ I z f- ~ ~c===~-:,-= ~ ". ~~FIN-'SH GRAOE ~- /_"'~)f ~ ~~ .. A>>~~-. r 6 MIL VAPOR BARRIER Z" <,". ": ~ A <"<<~ / '!JI~ )~~ t. .. ." > )//, 2- '/ v',- CLEAN POISONED AND COMPo /'-.JV ",'~ "," ~. , SOIL. (COMPACTED TO 95% MODIFIED "-.i'/>-::Y,A'Y " STD. 90' HOOK PROCTOR ASTM 0155"1) I ~ (SEE DETAil) 4-1 1'-4. ...'" >( '" NOTE: H{f1 1/2"~ KW'lCK GOLT II 'N 8" MIN. EMBEDMEN T MAY B USED IN LIEU OF t\NCHOI~ BOL TS. z ~ ~I N. Vi/2"\bX8" ANCHOR BOLT @.),4. OIC wi 2"~x3/16" PLAIT WASHER TYPICAL SIMPSON SP1 @ BOT. PLATE OR SIMPSON MAS MUDSILL ANCHOR ~ @ 48" OIC wi 6- lOd x 1 1/2. 't rWWF \0;--- , f.:~ / I, - '~J 1 __~L-----.-~---A-I<--I~ '0 - I. A () I'" ./( //"//"/' ~-----~-----~ . ~ ./ ~~ /J / /J t 1/2" I.... ~ _ I.' . > .' .,,,- /~/. .J MI.'. 1 3 1/2" MiN. >~';)(~( . · /<<'\ >- " 7<<~ /~~~~~"<( ,. / r- ,,>>-:: y'>-: /. / (2) #5 CON FI 4" 1'-4- 8" -{- 1(-( r 'r.- . v .ljZ -I:;': ( /" 'r~ \ ._--~----^._-~~-------_._~----. 1/2.~ x 6" "J" BOLTS aNT. WOOD TRIM I IA I r--.I 20" MIN. LAP I f -~..:-..r::.::r~-.,.-.;r:.-....,.,,-,..~ 'l.~..-..z::r-_~....-t ..... ~-IJ OR I~ REINFORCING 8AR - - -v" r r-'.;ry. #,3 ~ #4 bAF' €>F'.-kICE:: ------~ -- .. '<:I. - - ,.-.. r.. 25" ~iN. LAP , ~~~:Y"-;';~.'H-~;yJ. '.--' \.'5 REINFORCING BAR !.~ -6-~P- OP.b.! c~ .~~_~,:_~:~i:_~~~~=_=:._~o_~~J=3 ~f6 REINFORCING 8AR ;:'2~A-? ~.-W.9..E 2-SIMPSON LSTA18 . ~ ~~ ~ ~ ~~~ SIMP{~'~.)P2 . ~~ ~ " ~~ ~ 16d NAILS 0----.. ~. ~ "--~W$ 16d NAilS STAGGERED@ ) " 16" o/e EACH FACE OR 3-RC'N') 16" Ole lYP. ,/ 16d NAILS STAGCERED il 16" Ole fOR 2"xlO" OR CREA TER HEADER \ "-DOUBLE HEADER wi 1/2" fliTCH PLATE ~ .rSINGLE 2"x4" /CRIPPLE sruo ~ TYPICAL . .... ~ /2"X4" STUDS TY?, o Ol>,f, oOIj> t\t;1r G' f:SI~PSGN HD2A V I 5/8'~ HIL TI K'JIK BlJL T II ANCHCR VI 6' EMBEDHENT U.N.Q, ~. ,fP.T. BOT. PLATE ~ HeADER D=iAfL . UPLIFT CONNECTIONS REQUIRED AT lOAD BEARING WALLS , , TO THE BEST OF THE ENGI~EER'S KNO'MEDCE AND BELIEF, TH[ STRUCTURAL PLANS AND SPECFiCA nONS CCVPL Y \'.II TH TH[ STANDARD BUiLDING CODE, SECTION 1205 FOR lCO rnph wmD ZONE (1991 E.OITION). · THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DA TE IT IS SIGNED AND SEALED. . SIGNED AND SEALEO FOR THE STRUCTuRAL PORTiON OF" THIS DRAWING ONLY. "'\ D IE E~~~~f~. p.o. eox 3~\6 - APOLLO 6EACH - FLORIDA - 3~'2 ~ - (8t)) 648 12'166 FAX - (813) ~M> 64~ AL. iERNAiE: MONOLli~IC. ;::OOTIN~ TYPICAl.. e5Ar<IN6 WAL..L. ra) Gi5F' (F'\ SCALE: }~/Isl'-0" ~ t)'\ SU~~~lfi;~{ IIILL DUJLDEUS $CALf:: NOTED ISLAND DA it: tJ13ffl SCALE: 1/., = l'-(tl" / I . ~~\)\~ '- DRAlLN ~\ nLt .. 12055102 SECTIONS, PET AIL5, NOTE5 9~'0779 82 ~ .<:' ~~~..i"-' ',~:~'~: -~"~ .'i:'., 'ho ,JI ~'" 't :(.;r ".'~ ".'- <~"'-'" .....~....,~. . . .~:; r;)~:' ,~,.. ;';-.... ",,'" . . t ~ ....~ ~;~ . ", } : ... ;. - ' ~ p,'.,. . . ,,~, ~ "'-. .. t~ . . ,- , . t.. . ? ....;: . .1, . ).~ .... - . .. ..... " .' t. ""'. ~... -' ... .~ . ". ,~> .";' ;' -... :. ..~ :.. ' " ,'_ I r .:. , '~l . .. ",/ . , " '. I' ; .:'... '''. i;~. ' .., :.. '..>I. :'J) \.,..., - . .'. '...... '-". ..' ~ -. ~N,\,'_~'" .J,;';.' ..... .,~ -". , ,N. .r N 11. '.- . -=.: ~ .. ;~ ~.. " ,1' .' '\ ~?>,'-:. ". '. , t '; '. r," I I i\ PRE-ENGiNEERED WOOD mUSSES\9~1~~A.~.iRlJSS_ B~^~~~G _ .. > Jl l ^Il(^;:,\~~( muss .. _~(_V1RL~_ 1:'~ Lrj \ n I I \.WN1MUM (2) 12d PER J()lNT\ _ UltlII.4Ul.4 '"x4" muss ORACIt-\G ; I t~' -~ ) /:1 \. f"} I \ (. ) '-cONnNUOOS BOTTOM CORD BRACING 1"x4" MiN. ~UOO,O~..AC~ O~:~~P D~AIj.. CRcXO ~rNO o;nAI~ SC^lE.: J/.- ".1'-0" I I ' Ij f' '-MiNIMUM 2"x." CROSS BRACING (SE( PLAN FOR LOCA nONS) /,2) ~6d PER JO:NT 1\ I' ,., SCALl: J/-t':::l'-O" ~ 20'-0" MAX 20'-0" MAX f--~'~(;RACE SEE CEfA:L' ~ - -- r:ONTINUOUS r 1,/ /8 _ _ _~ _ \; _ _ J ~ _ __ OTTCI.A CORD BRACING I"X4" Mi~l b( ---- ~l o x~ .1 ~~_ ... .... _... -. -..t: _'.~ r ------ { - - - - -:~1 o 'I z 0 - - - - ~-;~ ~ ~ - - - - - - - ~ ~!1 ~~ :!I -x--- ~; -~-;=== ;!;~ ~ TOP & BOTTey CORD GADLE END BRACING @ .r -0" o/e YAX FOR FlRST (4) ROWS OF TRusses C) Z w a... x . o --:- IX - -~ o~ ~~ NOlI: 1) SEE: muss IJ.ANUr AC 11JRER'S muss n~G\NEfRING CUT SHEETS FOR ADDITIONAL PERMANEN T GRACING THA T lAY BE REQlJiHLD 2) 'r' BRAClNG MAY [IE USED IN PLAce OF PCRIJ.ANENT BRACiNG PROVIDED IT EXTENDS OVER AT LEAST 907. OF n,( ''''(8. t1/N1MtN F..,...:.~AN~,. rlJ~ O~ACII'\.LC~ p~ . SCALE: N. l.S. (OACKN^IL wi (2) 16d NAILS r2"X4" OUTLOOKER @ 24" OIC Lx !l I W J~ j I \SIMPSON H2.5 OR EQUAL I @ EA OUTLOOKER I I 2"x4" PANEL BLOCKING @ 48" OIC I fOR THE FIRST (4) ROWS OF Tf~USSES \ I r"L" or~ACE TO EXTEND AT LEAS T FROM EA. END TYP. BOTTOM CORD j.... 90% OF WEB LENGTH (SEE TAf3LE) A TTACHED WI (2) 16-d TOEN^ILS I , I X ' 'i _ ~. /CAOLE TRUSS GYPSUM W^LL OOARD/ / I ~SH[^ THING 2"x4" LEDGER (MATCH BOTTOM I A TT^CHED wi .lOd NAILS 0 6" O/C CHor~D SLOPE OF ADJACENT : EDGES AND 12 Ole FIELD SCISSOR TRUSS) SEE STf~UCTURAL NOTES AND NAILING SCHEDULE FOR SHEA THING DETAIL \ / BACKNAIL wi (2) 16d NAILS , r2"x4H OUTLOCKER 0 24" o/e TOP CORD BLOCKiNG FOR fiRST FOUR RO'NS J OF TRUSSES 0 EDGES OF SHEA mlNG TYPICAL -;' SIMPSO~ H2.5 OR EQUAL I @ EA 0 lJ TlOOKER : / 24" M^X. I I r"L" BRACE TO EXTEND AT LEAST ~ 90% OF 'NEB LENGTH (SEE TABLE) ~/ I I I I I I I I I 2"x4" PANEL BLOCKING @ 48' Ole For~ THE FIRST (4) ROWS OF 1RUSSES FROM EA. END TYP. BOTTOM CORD A TT ACHED I Wi (2) 16-d TOENtlLS r--~ ~ I /STO. 90' HOOK ;-CONT #5 BAR If jBOND !'EAM /,1 I' / CONT. #5 BAR.\ \ STD. (0' HOOK~ ~ \ !I ..- ~ =-I~~'=l ,-_-". ll., ...-._. ,__-,-,-~JL~-=-r--=--= __.6~'____. ~, ~-~~"~<i,-~L_Tl-.. ~'~lL-~~-'--' ---- .-._J_-J~~J.' u= ~ _J . ...Le __J____ SEE STRUCTURAL NOlES AND N^ILlNG SCHEDULE FOR SHEA THING DETAIL \ 2"x4" BLOCKING @ 48" o/c-""" ~-- , "L" 81~ ACE,," __ - _'. ATTACHED WI 10d NAILS \1'1 - -. Y, ", C (}>.4" o/e TYPICAL 1/\ _:-__.:. I GA8LE TRUSS WE8~ I POU6L.1:.l"1.." 6~ACING O;:;T AIL. _5!=_CTION @ ~, 11.<,".".(2) 6) I )F- rt I) J TOP CORD BLOCKING rOR FIRST FOUR ROWS j OF TRUSSES t) EDGES OF SHEA TIilNG TYPICAl- , J A ~ rSIMPSON HETA20 OR EQUAL ~ ~ / @ 6'-0" ole TYPICAL J~;" tI /(~ -' _CJ 2"x6" P. T. SILL ~t-]-r 1 12" ~ ANCHOR BOL T @ 48" O/C 1_ J __l\j.:::r _ I 5ECTION @ --.~- ----- OC~, J/-4""I'.q> 63 , \. \I fiLL CELL,\ \ ~" ~~-] .,.. ~~ ~.- ...... (/) uJ (Y- o<( > - .-;-~- '. ~ ..\ . ~ ' , . 2"x4'! BLOCKING @ 48" ole -rf- '" I' "L M BRACE _ ATTACHED W/ lOd NAILS\X o ,4" Ole TYPICAL '- 3J .t GAOLE TRUSS WE8-.! eINCIL.O ilL-" 6RAClNU OnrAf1.. _f?.E~rION _G~ OCI>lL, 111"'I,.ft)~ !j .] SOND et::AM ~tt;F' #5 CON T FROM FOUNDA TlON TO HIGHEST BOND BEAM "'1/ . ec.ALE. \.-]It.I'~0' r T f"') o ...,... :tl. o' , J"\I ~. ~~' " ~ I /- ~l fi:!' ~,\ - \ kr~~,~.: . , .<~' .,.:>...i;.",. ,..- . ~j,l ,'-1(.1.- ..;? ." ,'t-, . . ,'... -,' . ...i;..~L~'lI:~,..ir..-A. ;",~.,;...:.:o.':.-l.~_~,.4' t. '..\___:J__..:'.:l._ :..i_,:", ':.,____ ,,~...t.~_::. I \ /A8LE TRUSS ~SHEA THING /' ATTACHED WI 10d NAILS 0 6" OIC EDGES AND 12" ole FIELD 'i /SIMPSON HET A20 OR EQUAL ^1 ~k:it: @ 6'-0" OIC TYPICAL ,11/;'" GYPSUM WALL BOARD./I ~ 2"x6" P. T. SILLY ,---r I I 1 12"~ ANCHOR BOLT @ 48" Ole . t I _L J __ ~I~u __ SECTION (fiJ ---------- OCI>LE. )14'"1'.~ e,3 [Nf) ,IM~K . 11'-0" M^X. " " (Y. 1.11 [1 0:: o n I , ~<) V'l ("' -1- c()r~NER JAC< " ~ U .r -.) (Y 1....1 :L~ 0-: o U . ~~ , .YJ3..1t::i CON~Jr:CjION0 - HIF' J:i<AMINCt . USE SIMPSON E fA20 (OR BETTER) CONNECTORS (OR (QUAL) () MASONRY OR SIMPSON H5 (OR (QUAL) CONNECTORS @ FRAME WALLS ~====r-~~-::r ~z:r".r.-:-:"1~~:-::z.~.. -;:::.:~..:-. _--==-::~-t.:~_...=.-.__ ...--_ - ,-.~' =.; -:;=-=-:-::r,. . _ ~ B~CKNAIL W/ (2) 16d NAilS .3/8"~x2 1/2" LAG BOLTS @ 24" Ole TYP, CAST - CRETE PRECAST LINTEL SAFE LOAD TABLE ~L 1 r~2":S4" OUTtOOKER@24"o/e WI (2) 12d PER JOINT I i1\~ 'W \1.... " RUNNERS - _ ~...-,~...~~~_ ___ ..._ =:::..s--:.--:-~.:. _ . _Jr. _ LENGtH SAFE lOAD - POIJNOS PER litJ(AR fOOT , UNFiLL(D fILLF.D f-O.:..{~.t~'R(C~~T 1.1I7~ 6,o~a 4'-6' (~q rf,'(CAsr 1.1i60 4.81~ 5'~~6!ii}:f'{CAsr I,~~~ .\144--== ~'.::10,_(~41 PfI(~~T 1,143 4.6\~ ____ 6':~""(7_8~)!'f"fc~s.r (~i~-- --_J,2f,"_____ _t:_6:.t~.)j'R(CA~!_ 1.~~:l ,}.I\.~' _~::-.(J!11.1~(CA_S~ '.O;;~ I,l,,---- f--_'O::6:"'0262 Pl''(CAsr 922 _ __,:~.H-- __1.~I.:4~11~)_~.CAs.r 51)1 1.48.1----- ~t~.O.j.l.H.U'f-H:.ASr NJ I.JO.------ n'-'.:J\60}_Pl''(~S~_ 6~' i.(I\~--=--=-= _ ~__~.:~t.(If,~1f:!'.,(CAsr ------.- ~....~ ~'I____ '4'-8'('75') f'R(SI'R(S~O ~J 1.J~' -1~O::"(Hii')-p~'{SMSSlD- ---~10 I)~O- _'.t~'=(2~J~N.,(S1Pl~~i~--L ~~7=---= ---~1'~==-=--=- _.I~':-!:jm'L~p[sI'R(S~O ]89 II]} _21'::'~_:j2.~'Lf'?(srR(S'.J:O_ 2'lJ --' B1'1_=---=- f-----~r=-O..j;6.J-f1,ts-lRIS}(O- 11'9 t=F\~7__- ----1..-0.:J~~J Pl',(~_~_~~ m ~.!S___ '------------ ------------ --'- ~ ~OO'A: 1~(()PlJAnGN IS (1~~iO ()oj CA')T - CH f( (ff(j' CU<P) L1RAIIO liPi;l(~ ~ BA~.lD CN THIS CC<<JlJCffO BY 'Iff RNf.R f. RC"'oOf. PE. N f'~:rcA5T llNrrLS \.lAY (( SUPf'lllD BY CA5T C~'U( 00 O:J.j(R OUILDil:C eXl( M'!'RO'l.O PRE CAS T \.IANUf ~ M(ws. i~, r- I I I I I 12" MAX. I- I I I -~, - Al..it:1RNAi~ i'IC~-Di<OP 6ABL..e SNO OSTAIL "'- seAl(: 1/4',.1'-0' " 2_ 53 ABLE TRUSS f ~v ~ "L- BRACE wi 10d @ 4" ole (SEE SCHEDULE FOR SIZE ~ NO LOCATION) ~ I 0:\ ~ 2"x4" LEDGER TO MATCH BOTTOM CHORD SLOPE OF SCISSOR n~uss A TT ACH TO WEBS Wi TH CLUSTERS OF (4) 10d NAILS .......... L 1~ ., r---... -----... ':-- I ----- ;; ==-------- -------== ~ ~ L------~ ---------=~1 ______ .-;;-; ~ -- ----- ,~~ .- ......... 4 -------== ";--- 0, r--~ -------== ~ k~~ ~-- --- . . . . , . . . . . . . . . . . . . . . . . , , . . . . '\' . . . .. .... ....... ... .... ... . .... . .'. .......... ...... '.~, ................ ......J.::::. .:::::: I . :: ::::::::: .:::::: :::::.~ ':,'::,' :. :::-:~... ::::.... "::'J'" :::... .:::.... .11'. .....:..... ',' :..:.~. .... ..::..,.. '::.' i!....... .:..... '... .:.;r..................... ...r.............1 . .. # .. .. .. . .. .. .. f''' . .. .. . .. .. .. .. .. ... ......................1 ................ .................. .. .......... '["" . .. .." . .. .. . .. . .. .. ..... .. .. .. .. .... 1[" ... . .. . . . '2[" .................It..................... .,~ . . . . . . . . . . . .... . . . . . .. ., .... .. .If...... ..... .j............' j' ....""." ..,........, .'. ........," ............ ...... .~..... ........... .\........... .j'.... .........)'.....,.... ...,... . . '1 . . . . . . .. ............ '. I . r""-" -11-'-- - --I ~-~ -~ _.Jl~j' .. .. ~i~' ." =r' ':.~::'; L~~':":':;~L:.:-"~:ji'~':~ :.I'__.":: - il-~--_.L~r~~ - ~ - I J'I " i' .. J .--, - ~J~~L--""~2 - "'~l~ --~r-~'~~r"---^-'T .-. .' .. -1- "- ~~~- -'~~=""''''r - ~-~'- -. ~-.JI I I .1 I, ; I If II U II 1- -=-=--~1f~ ~"~~l~ ..-.-----lr=~~--=--=-..r-ouli~-O=--'--'--~-".~!f ~-..U . '..,.. : - I: ONT. BEARING ' ec!0~'-OR c~e~o e~ACI~~ r B ~B WlND SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0" SC^LI::: j/4'-' ~ fr:-o" ~ ~;/ ABLE TRUSS . ~/ ~ "L" BRACE WI 10d @ 4" Ole (SEE SCHEDULE FOR SIZE NO LOCATION) ~ I A e,J ~~ ~~ I e ~3 ~~ ~ :':':':':':':':':':':l~':"':':':':':':':':':':l:-:-:-:-' '-:-:-:-:':>j: :-:-:':-:-:'~',':::' :-:-:-:-:-:','::-:-:. ,:::,::,,:,-:.:': .. ::"::.:. "'1':::":, ::. ::.n'.:. :... ::....... :... ::::. ..:..j,......:... ..::......', :......:..............~..........'. L .. ........... 'fl' . . , . . . . . . . . i!' . . . . . . . . . .. ............ I . . . . . . . . . . . .I~ . . . . . . . . . . . . '. . . . . . .....................'~........................ .....................J..... . ........................ ....................... ....................... ............ ...,......, 'II'.........,. ........... ............ ~~..o............. ~...... . - '.'" - 11=-...-...,...,..._ ...---=-==I=~ _=--==_:-_~ . ........,...1'.....,..... J...........' .......,.... ........... .;r...... ..... .Ii...... '- !1_.~,.~<=,~][~~Ji_ -J~ . J[_~L~m~"L~~~~~~['- ~-'-T~..~'--'..lj..u .. Ii ! ] --:'[~~ =---=r.:"~-=- ---[-----==---=-r--=--=-::....=~=---""~~--:.,--..-'-'"..-..-..:-, 0';1-' '. .. . , '-- .-- --. _..- ==r=c----- - =-- ~ II ~ ~ I :: - - -. --11"- --0- . --u- - --)j ~ ~ll f -- -ir-===-- - .or=.:"r==~ '-=-..r---'-~il"'="''' -=-==~u""--,,--,.-=-." .=z'"'-~---l(..-''''---=:- '-",--.-~ II ,. . , ONT. BEARING ,I C!,bJ~!-:-Jll~L? BRACINC,:, Or.;T A'~ WINO SPEED i 00 MPH, MEAN WALL HEIGH T UP TO 30'-0" seALl: .574"':.;0 ,. -0" & RfV1r,FO 01/71/<15 , TO ni( O(ST (F niE ENGIN((R'S lalO'...UOC( AND D(lIEr. ni( S rRUCl\JRAl PlANS ANO SPfClnt;A nn",., COI.APL Y 'nI ni n-<E STANOARO 8UI\1),N(i COOt. ~cnON 120~ (~ 100 mph 'niNO lONE ('991 EOlnQN). /' '- I I I I I , THIS ORA'MNC ANO CfSlCN IS VAUO rCR 12 lJONniS ArTtR n-<( OA T( IT IS SlGNEO AND ~""l(O. , SIGNfO ANO S(,6,I(O rOR ~( STRUCTVR....L P~nON Of' THIS ORA 'nIN<i <:.Nl Y. Tr\\ ~'J:J DANSCO JJ.j) & ENGINEERING, P A. ~ p.o. eqx 3~16 - AFOLLO or..;A0-4 - FLOR:DA - .33:::,12 ~ - (813) 6-0 ~L66 FAX - (01.3) 64:) 64~ /ILl! BRACING REQUIREMENTS NOTE: "L" 8RACE MUST EXTEND AT LEAST 90% OF WEB LENGTH /I /r~r/t ~" ( y ~ \5CAL~D / DATE tn3/W \ {J,\ \)~\~. TRUSS BRACING DETAILS AND NOTSS ~ '- . 9~0779 OJ SU~I~IER IIILL BUILDERS (2) 2");6- -L - BRACE 12'-0" - 16'-0" 10'-0" - 14'-0' (I) 2"x." "L" GRACE 4'-5" - 8'-0" 4'-0" - 7'-0" NO "L" 6H^CE (2) 2'x4. "L" BRAe( 8'-0" - 12'-0" 7'-0" - 10'-0" SruD SP AC1NG 160 24' fD"J l. II '- I ~-,-.~-^- f'., ....v. ~ L.o,~, 0'0" - {'-)" 0'-0" - 4'-0" ISLAND fOil ~ ~;,\~(F 1 ;t",',', Til'