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BIN A-2 PERMIT 4842
1 0' - 8" 8' BAY VILLAGE BUILDERS Copyright 1995 Bay Village Builders, Inc. N: JVew art IV CUSTOMER: l' otierhang- entr stucco bands The Newport IV 12 5 FIBERGLASS SHINGLES ffi [][] [] [] [][] stucco DDDDDDD tucco DDDDDDDstucc DDDDDDD DDDDDDD stuc c 0 FRONT ELEVATION 12 5 D stucco stucco REAR E1LEVA TION ADDRESS: TO BE DETERMINED ; l:.NS REV1E~ '1 . :~~~DI~GO~.~~v~ SCALE: Legend: Total RJ, LEON &, ASSOCIATES L i vi n g arcliitectur'~Planning I 4339 hone 'isla cir. ~~o~fl33624 , ~ (81 ("!9 . G arag e I HEREBY CERTIFY THAT I HA Ei' VI WED THE ATTACHED E t DES!GN AND FOUND IT TO BE ii IP lANCE WITH SECTION n ry 1205 OF THE STANDARD EJILDlt-J ' .-~ D ATE: 3 1/4" == 1 ' 2093 1600 426 67 29 95 The Newport IV EJ stucco stucco stucco LEFT SIDE ELEVATION B stucco stucco stucco RIGHT SIDE ELEVATION BAY VILLAGE BUILDERS SCALE: 1/4"~1' N: New art IV CUSTOMER: ADDRESS: TO BE DETERMINED Legend: Total 2093 R.J. lEON & ASSOCIATES L i vi ng 1 600 architectural planning 4339 honey vista cir Gar ag e 42 6 tampa, fl33624 (81 968-5779 I HEREBY CERTIFY THAT I HAVE RE IE\O TH~TTAcurD DES!GN AND FOUND IT TO BE iN CO~ llA' CE fit '='ECTI'6r~ En try 6 7 1205 OF THE STANDARD EUILDrr'JG COL' ',' i \f:J~ DATE: 3 29 95 Copyright 1995 Bay Village Builders, Inc. The BEDROOM #4 1 1 ' 2 XI 0' 6" ^ N ewp art IV PATIO SLAB 16'6"XB' GREAT ROOM 1 9' X 1 7' 2" P I I I I I I I DINING ROOM 9'Xll ' MASTER SUITE 1 3' 6" X 1 6' (i) . ~ ~ KITCHEN BEDROOM #3 1 1 ' 2" X 1 0' 1 0" BAY VILLAGE BUILDERS ~ Copyright 1995 Bay Village Builders, lnc, BEDROOM #2 10' X 12' BREAKFAST AREA 'to ~ I WALK IN I CLOSET L_ 8 COVERED ENTRY o c=J ~8 2 CAR GARAGE 1 B' 4" X 2 1 ' SCALE: Legend: Total R.J. LEON & A SOCIATES architectural !anning L 1V 1ng 4339 honey vi ta cir. : : ta!"i"pa, fl 3-3624 (~3) 968"5778 G 1 HEREBY CERTIFY THAT I HAVE R V\~VEO THE A JA9f- D a rag e DES, !GN AND FOUND IT TO BE It~ COM ,:~~ J WIT vEeT! N '205 OF THE STANDARDaUILDlNG c~~.~ \e 8191>> En try TEXT PLAN r: New art IV CUSTOMER: ADDRESS: TO BE DETERMINED DA T E: 3 1/4" == 1 ' 2093 1600 426 67 95 33'-2>' BAY VILLAGE BUILDERS @ Copyright 1995 Bay Village Builders, Inc. N: New art IV CUSTOMER: . 1 3' - 8" 5' - 5" Q): I 14'-'" I I I I I I The N ewp art IV 53' - 2" 27'-4" 4" 1 2' - 1 0" Q) Q)- I I I I I I I I I I 1 1 ' - 1 0" 4" cone. slab w / fiber mesh concrete on .006 mil. visqueen over poisoned clean compacted fi II J; 2'-8" ----, _ _ ---.J -I I ~ 3'-6" t- 2 > - 5" I 1'-11" I I I I I I I I 9' I I I I I I L_______________~ I 9'-4" ~ I I I L____ 4'-3" ~ 1'-5"- 6' B" Q) 22' - 1 0" I I I I I I I I I I I I I I ~=====~=====~ 19'-8" 15'-4" ~ I 18'-4" I 14> I I I I I I 10' -8" 53> - 2" FOUNDATION/PLUMBING ADDRESS: TO BE DETERMINED ~ IIII II1I IIII " 9'-4 IIII 1 9' - 9" IIII IIII V) 6'-11" I I I I I IQ) I I 21'-10" I I I I I I I I 2 #5 rebar rebar 6" a.c. 1 2" 1 6" L' 2 #5 rebar (5\ 1 2" ~ 48' - 6" EXTERIOR WALL FOOTER 1 2" fin. L · 1 #5 downrod refer to pbs layout for location SCALE: Legend: Total R.J. LEON & SSOC'ATEI'"' L i vi ng architectura plan 'ng 4339 honey' isla r. Gar ag e tarnpa, ft 3-3624 (8 3\968,,5 79 , HE,REBV CER11FY T, HAT I H,WE', F v"I"w,~, 'f' THE An~_O D DES'GN A~I~ "Ouf':": :: - c;' ",t ,[ WllH SECT I-j En try 12CJ50FTHE:Sl~,'::"',',~,-~- Jc _ t. 1/4" == 1 ' 2093 1600 426 67 95 The N ewp art IV BAY VILLAGE BUILDERS 53'-2" 16'-6" 13'-8" 8' .. 2' .. - - 1'-2" - 4'-6" - 7'-8" - - 4'-8" - - 3'-8" - - 4' -.. 5'-8" -.. 1'-4--V 6'-2" -- 6'-2" -.. a I 2' 6'-2"- . - 3'-2" - '~ a 2' ~ t 15' \ 9'-4" =^^y- (' I ------- I f- a ~l 0 ~ )~ 2' 0 ~ , t I-- - '_21' 2'-4" I~ - t o Q~' ~ L,ImcL. ~ ~ c=J r' I ~ - 't' ,---- :7 n WnJ :> r~ --1 8 ---- I 0:: I 7'-10" r ----- \ L_ V .r ~ ~ - .- ~ I 1 - _... r " 00 0 Acrylic 48'- _ 3'-4",-= r- 4 De signer 3'-2" 15'-10" Tub ! 4" -- - c=J 6' '_6" l% 8 9' r r--- 4'-6" - ~ I-- I- 4 -.. t -.. l r- 1'-fj' 8"- r-- . 4'-4" 10'-8" 4' 6" -4'- 6'-4" -.... - - -,. 3'-0 -- '-4" J r--- 4'-6"-" 1 0'-8" 22'-2" 18'-4" 15'-4" 22'-10" 33'-6" ~ r-- '- - 1'-10" - - 1'-10" 16' 19'-8" 33 @ Copyright 1995 Bay Village Builders, Inc. BLOCK DIMENSIONS N: New ort IV CUSTOMER: ADDRESS: TO BE DETERMINED 6" SCALE: Legend: Total Living RJ. LEON & AS OCIAiES arch'ltectura\ pIa nlng 4339 honey vista ir G 8 ) 68~5779 tamoa,fl33624 (\: C\. (>'D a rag e REVI E~ T ,TT,A, - I HE.REBY CE.RliFY THAT I ::~ COMPL, NO ~T~S~ lONE t ~iQS~~ ~;l~ ~~~~~A~DT~ JILWiG CO~ i8 \S~ n ry DA T E: 3 1/4" == 1 ' 2093 1600 426 67 95 1 D'-o BAY VILLAGE BUILDERS , @ Copyright 1995 Bay Village Builders, Inc. lV: New art IV CUSTOMER: The 11 '-2" 14' - ~ 10'-10" 11'-2" I 17'-'L I ~ 3' · - - ~ I / I - 30'-2" ___ ~4 --l /A crylic '- De signer- ............Tub c=J N ewp art I ~~ 28' 11 ' - 4'-4" - 3'-4" - 3'- ,L. / t I 100 - ~ ~ 8-6' ,...--- _ 4'-ff' _.. r-- - ~ 5'- ' ~ 1'--- 2'-4" 12'-8" ~ 2'-10" -1 ~ <[a :; D 0 f"V 3' U 17'-6" - '-6" 3'-2" 0- 3'-2" 12' I 10' I-- i--- 3' - I I ADDRESS: TO BE DETERMINED IV I 7'-1 - ~'~'if 5'-4" 7' 6'-6" " I--~C - I 5'-? ~ L_ 15'-4" 18'-4" 13'-6" 16' r fro L. 2'-? -l - 1(9 9'-6" 2'-? - A/ ~;) 1/ H 'C7 21' ~~ >< IJ 1'(/ ... FRAMING DIMENSIONS SCALE: Legend: Total RJ, LEON & \SSOCIATES L i vi n 9 archltecturaf ianning G 4339 honey 'I ta Ci~\ a rag e tampa, !13362~ (81 ), 6805779 I HEREBY CERTiFY THAT I HAVE RE 'i 'IN ,qt E TTPJED DE"GN AND FOUND IT TO BE IN COM L';~ ~~~ SEe IOI'E n try 12r)5 OF THE STANDARD EJILDING COD ,~~\ ~ DATE: 3 1/4" ~ 1 ' 2093 1600 426 67 95 The N ewp art IV ''"'- / / / &/ CEILING ~N PRE -\"/IRED "\ .~, -Q \ I / / ;.. ''.' \;:~ ~ ~ BAY VILLAGE BUILDERS @ Copyright 1995 Bay Village Builders, Inc. JV: New ort IV CUSTOMER: ~':n;-...l':"""'- ADDRESS: TO BE DETERMINED /---~---- ~ ~'" \ ,/'" --.. ( / ----4P // --- -CEIUNG-r AN PRE -\"/IRED ~ ,.... ~ ~: 1--- I ~ \ L_ .;, . -.... ........... '" '" ~ ",(j) " <)- o ! ~- \ I I /0 ,/' ~ ~ / c=J - \ qJ) $ ct ~ t (Q) 8 ELECTRICAL LEGEND LIGHT SMOKE DET, DOOR BELL CHIME RECEPTACLE 'WALL S'WITCH BATH EXHAUST FAN PHONE PRE'WIRE T,V, PRE'WIRE RECESSED CAN FIXTURE HANGING BALL FIXTURE 28 \ ' '\ 22...- -" c ,- It--. E1LECTRICAL SCALEl: Legend: Total . . ~v~ng RJ. LEON & AS?OCIATE3 architectural pl~nning 4339 honey vi~tci cir, G tampa, fl 33624 (~'~) 68'5779 a rag e , HEREBY CERTiFY THAT I HAVE REV!~ S n ~ ED DES'GI\ AND FOUND IT TO BE:N COMPl,:, ':\', EC ON E1n try 1205 OF THE STA'iCARD c JlLD:riG CO~. \ .).?" .~, ". D ATE: 3 1/4" == 1 ' 2093 1600 426 67 95 - WINDOW & DOOR SCHEDULE: WINDOWS: CODE WIDTH HEIGHT 18A 19 3/4" X 2(f' 18B 19 3/4" X 38 3//1' 18C 19 3/4" X 50 5//1' 18D 19 3/4" X 5[/' 18E 19 3/4" X 63' 18F 19 3/4" X 75 1//1' 24A 27 1/4" X 2(f' 24B 27 1/4" X 38 3/8" 24C 27 1/4" X 50 5//1' 24D 27 1/4" X 5[/' 24E 27 1/4" X 63' 24F 27 1/4" X 75 1//1' 32A 37 3/4" X 26" 32B 37 .? /." X 38 3//1' 32C 37 I Y 50 5//1' 32D 37 3 ( 5[/' 32E 37 3/: 63' 32F 37 3/..; X 75 1//1' 46A 54" X 2(f' 46B 54" X 38 3//1' 46C 54" X 50 5/Ef' 46D 54" X 59" 46E 54" X 63' 46F 54" X 75 1/8" DOO) s: CODL' TYPE R, O. 1 2' Prehung 2'2"X6'10" 2 2' 4" Prehung 2'6" X6'1 0" 3 2'f)' Prehung 2'8"X6'1 (j' 4 2' /1' Pre hung 2' 1 0" X6' 10" 5 2' 1 0" Prehung 3'X6' 10" 6 3' Prehung 3' 2" X6' 1 0" 10 1'(f' Bifold 1'1'X6'9" 20 2' Bifold 2""X6'9" 30 2'f)' Bifold 2'1'X6'9" 40 3' Bifold 3' I"X6'9" 50 4' Bifold 4'I"X6'9" 60 5' Bifold 5' I" X6' 9" 70 6' Bifold 6' I" X6' 9" 100 2' Pocket Per frame 200 2' Z' Pocket Per frame 300 2'4" Pocket Per frame 400 2'(f' Pocket Per frame 500 2'Ef' Pocket Per frame 600 2' 1 0" Pocket Per frame 700 3' Pocket Per frame SLIDING GLASS DOORS: CODE WIDTH HEIGHT 52A 61 3/4" X 80 3/4" 52B 61 3/4" X 94 3/4" 62A 73 3/4" X 80 3/4" 62B 73 3/4" X 94 3/4" 82A 97 3/4" X 80 3/4" 82B 97 3/4" X 94 3/4" POCKET SLIDERS: CODE WIDTH HEIGHT 311A 38 3/Ef' X 80 3/4" 311 B 38 3/8" X 96 3/4" 411A 50 3//1' X 80 3/4" 411 B 50 3//1' X 96 3/4" 511A 62 3//1' X 80 3/4" 511 B 62 3/Ef' X 96 3/4" 621A 72 3/4" X 80 3/4" 621 B 72 3/4" X 96 3/4" 821A 96 3/4" X 80 3/4" 821 B 96 3/4" X 96 3/4" 1021A 120 3/4" X 80 3/4" 1021B 120 3/4" X 96 3/4" 622 A 74 I/Z' X 80 3/4" 622B 74 I/Z' X 96 3/4" 822A 98 I/Z' X 80 3/4" 822B 98 1/2" X 96 3/4" 1022A 122 I/Z' X 80 3/4" 1022B 122 1/2" X 96 3/4" 931A 101' X 80 3/4" 931 B 101' X 96 3/4" 1231A 143" X 80 3/4" 1231 B 143" X 96 3/4" 1531A 179" X 80 3/4" 1531 B 179" X 96 3/4" 1242A 143 1/Z' X 80 3/4" 1242B 143 I/Z' X 96 3/4" 1642A 191 1/2" X 80 3/4" 1642B 191 I/Z' X 96 3/4" 2042A 239 I/Z' X 80 3/4" 2042B 239 1/Z' X 96 3/4" 'VBAY -7 T TJLAG E - DE'RS Village Builders, Inc. The 46D I~ 1,_ ~~) o '~ :\. Ir-J 'J ~ I' ,~ ,lO..i:l~'l" c~ -c' ~ .-2 Z I "+:0 .{' ~ ] 1,- 'it :.,At:, ~',' " ~ I ~ \''r . \() ..~ ~ l '-< \,t C'.J_ '"" ';1 J ~ ~ -q (/ I ~.. 70 4 60 46D w / 1 9" arch 0ll DOOR iv J.9l!/:; TO M Fl R: -- - lADDRf~~:., N ewp art 32D 50 6 w /1 9" arch above 46D w / 1 9" arch & 62A CJ ~ L~ 46,1 w 19" I arch 46D w/ 19" arch 62A 60 WINDOW SCHEDULE ......~,..>> TO Bf1 DETE'RMINE1D -1I"'"'"-~~~...n.a I.~........... IV 62A ~ (@) ~ ~ 1--- I 30 L_ o c=J j)rot.. C~.\<_i_ 6'\L ,$t LJ D u:-'<li j}"2cct . f L~~ 16' X 7' garage door 600 e ( ~8 - t~Jl"J~IU G.Li'\~:' L~ l{i,\~ ~Oil ()~ l);1A",) H~~~\\1"" SHA,<..L B>:. --rfi'Ufi\l4~~) #:~I) , k-2oo t't CA tJ D .."....-- - - . ~,aa,I --..1W' ~MiE~' - - . - SCi-1LE: 1/4" ~ 1 ' IJegend: l'otal Living Garage !ioEntry DATE: t5 2093 1600 4 ') ) -- .95 tta'l.lrfl- ~"..a"?~:" ,-, -. V"...._._,.....~ -_..--~_.~.__...'L_--_.-.-..-v".-~...~_.- 8" d .{----- l' ~~~ ! I I /~~/~ i~~:/~ /~ 1/ I I.---:;;-:;:;?~~ // // /)';- ~/~' _/- I ,~.=--=-- ~ : fp/T /'</----..-.j ~i!~-~..~~D~~O, ~E~-,~,,;~im~R,Y Ui~I,TS ( lL~JJ (iOP COUr~SE ONL V) (U~HEL BLOCK) TRUSS i fII] W/ #s r3t.R(S) l-'S R[QUir~ED ANCHORt\GE I ! E3Y UPUFT TAm_E, CONn~~uous (SEE PLANS) ~~k~\ I~.ROUND PERIMETER WHEf~[ TIE-t3E/~}v1 , ~ I \ E/iSTS, F-ILLED W/ CONCRfJE, l___~J \ '--'-l \ I ' I , , : I L~._i_..J :--r-l i ! i , I l==-"f=-~ I I I _..-~- __u_'_'___'_ L____+--J 1-'--1 i ; I I I J ~=t=o, I ij/' r-t- ~-- I) ir~ ~T~ [ti_ :-.~i r---- CO~jCRETt,'., F-OUNDA TiOhJ - i ~l ; (SEE PLANS) I r-' I , f- t I r~~------ ---- --------- --j "J'L; , f, il,==F--------j I ,-- L.II -.,.- I -II' L.. 'I-I, ,,-- I -!' 11-- ,..c.: /lJ.-, I c:-..: ". _ ~--~-~TI~ i-::.-:,J =1 i :=-=111=1 i 1::-- i I I i==: i \==.1 1 1==' 1=-_- r1:GH STF~ENG rH ,_'f,TELS E3Y C/oS' -.Cf~ETE, F-IU (XJL'( W lOAD E'xCEEDS Ui~FIUJ=D SN-E LOJ.D CAPAC: TV (1) #5 (j l:3AR i~.J F-~LLf~D co~niNUOUS F!-<O~) :Ht: (' r., L v t:.t_ , 1::3 [AJJ rc FCC 11 f'j G , pl~ ECl-\Sl CO~~c. S i l.I_S C~'( CAST--cr~E fE. TY 2.1 CAl-_____~EJ~_TJQ_ N -.---.-- . -.-- .- J rT-I"n I' I I \ ' I ~ I ".._ L!~~ -~------. #5 BA,R(S) AS r~EQUiF~ED BY UPLWT TABLE_, CONT:NuOUS HiGH STRE~~GTH Lif~TELS BY CAST FIU_ fO FO~M CO~APOSITE BEM,A " A" ~ [~J1P ~L__,___, (@ cOC.,ATI0r-.S ,'-jDICATED ONLY) ;:- () l) .y ? 0 1 ,) ,_) i,~ "__.-I .,' · "c> .. .~^,. . ,< . .'" "I''''^' - -',,-' ..... "". .~. -""""-- eRE TE ".;c"',' . ~,""'" ..~. " --.~'''''- 'r--------' i .0 ,,-~----_.,- i I ~:u i I .1 I I I :? I I I ! I I !, , I I lcOr i , I i I '01 ! i i ('-/ i ' I ! I i l i ,. I ~j '---+ I, f I ' I ! I I i : I I 01 i I . I I i i ["'Ii i ! I l '" 2~) 0 # FT. i I I L~~E[=~=--=~-==-_ - _=-__~~_________ _-I~rt.jut-l - ..... ...-..... . _._- ._""'....-. --.-.---- -....._-- _.~-....- ---- ___'""_~~_~__~7W~.____.__...-....,'_.<..._.."""......_.......'"""'~_...,.,.-.___ -~._~ ~._-~-,..,..........-. .. -- --.- ._'-;r~ r-'u.-'------ ---.---- ----------..----,-,------------------- ----,-.. ---,---- ,--------. -,- - I ,--'-----_._------ --,-----..-------" ----,---,------,,----,,-----_.-.-- ,-------- --..----,----- ---- -------- I I S.4'-/," 2 LI+- ' ~- i Oil 29' -4" ,,( i I ------ _______d__ t I ..'--{- , I I I , Fill tiN TEL W /1 -#5 BI>.R Ff .~......=~~-: 25; . -; f?r-:-.:.:==:..:~~; :~-~-~~.:.:-~=~:::::==.:.:HC* 58 ~-- # /ie r--CT~~58 5# /: r. -['1:::==::: -~ r.'-L__!_ - ~ ==.1. r:: . .f:i I : I I : -686 #/FT - "T"- *250 #/F'. I I ~ IN ~ I N i I 1 I I I I I i I : , I I I -~ f- J ~o I * J< ind:cates !bs. cer linear foot capacity reqc;ired by to suppod deod and live loads. precast lintel -t G C ~'OTc- . . I ~ -L_: pl~JCe fii:ed cell under 011 girder trusses :;TC----F-;~ "-1' :, - I '~. 68--# / FTt'l :0 I I ~ ~ 1, / ' I!. I ,I , I I lI' ;:"',1*6,,39 #/FT. : l- --I~'l ' -----r;r-i- - ~ c)! L ~1 ~ --f- F.:~lr-- -- ';T ,- I F~111L L'~~TE i-,1 W /~ . #5 B.\:J I, N i! 1 ;q CDi ! I "A"I~ I II I : I! i 'I i! I *2'30 #/FT -11--- *82 =~ #/~ i, I I II 1 I I II! i i i COVEr -ED E~jrr~y ! 'I i ~.: -.: EI:::':~.!}O~__=':==_::=-.l~ 1* 82 j I Ji / F_~~ Li.._hL_____L_ ______ :.1- j ! r, L . ~~Tt- I 'IV '1 #5 GAR I I I I' FIU_! LI'~IE, 'N -#5 f3A;~ rl,_, u' .Li /, -, . I ~~I ' i I ~I I I " A' , t> " p," i [> i IL .........., "4c: o LC) G )(- '--[- - BRG, N/:"L,:, ,/ . -0 - r'- I Y--- U.__-' - H__ f" ; ~- I I r. .R" : __t:'~_ ~__~:_ ________ _ _y__ ____ 11' ,f'," --t --v r, -~ J. -', ,f,H L '../ - v' 19' ...--8" I i I ----1- I I i I , . I ~1 I I , ! I I .' :..j I i ; i I : I I I : , i I I I i i ! i i I , I I I -- -"'--{ , I I I I I I ENGINEERED PRECAST PERIMETER BEAM SYSTEM -.". .."". '-".- -"'"~- ~. .-..". WORKSHEET FOR CALCULATING UPLIFT REQUIf~EMENTS C-,' C'T (' f') ,.or r- ~. l-\ ~) : ,.- \j r, i~ c. t P',;._" L BE f' ,A 1 .~. ~ s i) i ;, 'I: " ,- 0) r... I 1\': L,.. ! l-' !\ h .~ t-", i ,,' -r- ,--- I I i ! I I I I I 1. Wind Zone 100 MPH 2. Height above ground 0-15 ,feet *3. Wind load pressure_ 21 __,P.S.F. *4. Shape factor_~ 16.5 5. One half of roof span feet 6. Overhang_~___feet 12 7. De(Jdweight of roof and ceiling P.S.F. - C1 A. Item 5 )( item 4 )( item ,3 8. Itern 6 )( 1 .50 )( item :5 C, Item 7 )( toto 1 of 5 + 6 ____3 1'1 P I ft __32 _p/ft 210 P 1ft REQUIRED UPLIFT LOAD (A + 8 c) 169 P.L.F. *Based on 1993 revisions to section 1205 of the StrJndard Building Coda. ,_J' ir-) ,_ i ~ 1,- T [\ F<! r~- __ I , '\ j 1_ L , . , -(0 I I ! 01 ~- ! F~:_-T~--~::~~F--------:u.lO'N~\a-lE UNlfrOR" "Pur LO^.O_.~;- PO!:J~NDS PER UN. FT. -~r..c,NG 3 10 12 14 16 13 20 24 ~ RElNF, ~ l~::or;~5'.. ~7 "~-_.~33u2" _ ~ 19:..1,,'__ 1 - #5 549 575 277 219! ~) I 156 I' 131 GRADE ~o I ~:.:... I I 2 - #5 '~59 635 459 ~ GRADE~-- - 353 284 231 203 ...v 595" 4a8" 417" L.....-~__ ______ ____ _'_"_ _. _ _ . ! 28 32 131 116 103 114 99 90 198 161 ~ffa 159 152 in r, ..q- Load TobIe Is 8ased On The Following Provisions 11l0<:ldS $h'J~n includ. we!9ht of fiI:ad Appro~ed Masonry Unit. 2 rill Concr .1. = f'c = 2500 psi r} 28 do~s. 3 Reinforcing Steel = ASfM A615 - Grod. 60 or 40 os indko'~d. 4 Rei,1forcing is pl<:lced in th. lop of ,lppro\.d "'oso/;I)' Unit ",ith 1\" CO\tr. BcHom r.;nf'Jroln9 dets n'Jt incr.ou uplift co~'ocity boud on sing!. spon condiron between tr. down points. 5) If interpretation of ACI 8IJildln'J Co,j, ollo...s\" !;O\er o'>,.r reinforcirg lnstaod of 1.li' tha uplift loeds shewn in the tabia con b. increased as follows: a) Grad. 60 Reinforcing 1) Sl.btrocl 59 from tobl."oJuts and rruitiply ras...ifng !eo,j by 1.16. 2) rr.n r.- add 59 to ""J!U' obto'ned from previous st.p for 1I'Ii ollo....ob!. \.Iplift !c-o>i. b) Grod. 40 Reinforcing 1) Soma os 9rQd. 60 uc.pt m'jitlply by 1.14. 2) Some os 9rod. 00. No incr.ase :s cpplicob!. for yo!'~n morked ",it,., on · or u. Su provision 1. 6) Sp-:ln Is n1a<Jsureo;t In fut l:et'u.n t:. dOlln por~ls consisting of 1 ;5(mlnimum) In mIld \ertlc<J1 b!oclc c~ll. R.:nforcir,~ sholf b. adeq'.Jo:ety .mbe<1ded In foot"ng and shall have a stendord gO' hock ot rnid-ctPth or hr~her 'n b.am. 7) in sh'~rt span conditions w~.re spons o<:cur ieeh srd. of a t!. do \Yn poInt tn. ollo'NoJbl. l.lplift lead. or. lim:t.d by th. load copocily of the tl. dc,,"n. S'.Jch loads or. indlcoted with an * for grad. 60 re;nfora;ng onoJ with a .. for groJd. 40 reinforcing. 8) Allowab~. uniform '.lpllft !ood 11'\01' b. rru,tipl!.d by 2.30 if ~ t!.- beom oefs composi!e!y with a flliw rEn!e'. C';: CC .-' 'L_ ; n I} n ,__ ,_, - ,1.../ T 0, p; i- f i-:... _.iLL r () ;1') i ~4..,1 \, ~, . c. T --, r' F' r- ,-- L i-\ ,) i -,. C f~ ~ I t_ H ! G H -,., S T ~; [ 1\1 G r h p r) r,--" CST /<, P f) [S r PES SED U L I i\l r t~ L S I----------------'---r SAFE LOAD - POUNDS PER LlN-E-AR~--FOOT-~ L.____.__LENGTH _ r UNfILLED'.__~___I __ ~~~-:--~_!"I~l:~Dt_____ _~ h_ ~__4'- ~ ~8") ~r.c~_______, _,___ 1.875 ~_________. ___. _~,4~a..._L,?_s. _ ___ : 4'- 6" ( 5,4") Preeost ___~60 l~ __ ____~__ ~~8_I.:'_~!:___ ,- --- ~_ ___5'--~~')'yr.cQs~____ _________1,143 l~___+---_-~~~....I:?!:._-----,--,_- F=- ;:~I~ ! ;~~ ;:::~_.~ .._=_ -~g~ ~~~: -~=-~t:~---~~~!~~-m.=.~-~~~: ~-,~: ~ ~::~: ::::::: -.--~~--. 922L'..__ -- F~::.~-:':~"'.'Lb'~-:- - i- 11'--." (136") PreC'o!>t---- - 800 lbs. l,48l Los. ~___----,----- ________~___ ______ _ _ n __ _ _ __ _, ~__. _ ___ ~-,-...!~..:.:.~J.!~!") Pr.!c-Qs~__ ' _______~50_Lbl=-____ ___~.IJ>~~!:,_ _______ ___ i 1J'- 4" (160") Pre(;Q,t 551 los. 1,018 los. r-'-- ------- -- ---------- --. --- ---- --'--- ---,- ~_._ 1-4'- 0" (168") PmQ!>t . ___~___~5 lb:!:..__,_ _'_____n ~ _ ~_ _____'!.~_.!:os.: __" _ _ I--.;;~ :: !;:~! ;:-:~:::::::~-. .--- :!: ~:: -. -- ..=t-~~~~-t:::_--- ..... ~---19~:'" 4" (232") Prulr65S~d---- --------189 Lbs~---------- -T'-- -- ,. --.. 'aij-Lb;~ - -- ,..,- -- - - . L.._.._______~_____.~__ ______~~._ __L_._._.~_._~~_~_.___._._ .__.____.,~_._~.~__~____~> ''!'e.-!. CO"dllt~6~ b-y on inGt'pe,.dent ftlifif\g lcbo(Q'ory.. . 'A<l;n~ G. 0 <O"'POS;!. teo,", wjl~ on !' ~.r1'r,.'.' teom - c.r.. ;5 b~r In ,~. fir! Ill. or,. #5 bar :n Ih '.0"', acted on 'u'. (ond~c'.d by '({",e.. r, Rosch. P,[, -- '-'-'---'.-f----------"-.~~--' ....~,--- ~ - _. - , -... OWN BY: A.J. rrfIE N E 'VI) ,. , MODEL: DATE: 3/23/95 PASCO COUNTY IV ~FECP FlO IDA ENGINEERED CONSTRUCTION PRODUCTS CORP. --~--_._-~..- _._--~._.._....._---_.~.~------_._--- ".- ---'- EXECUTIVE OFFiCE PHONE:(81 3)621 - 46.f 1 COU;.FV ROM) 5/9, OW:: M:i.E tWFnH Or. !-,~ PCB G>t ";I') .. T ;'1 ~,A P .\ , ~. :~ :, 5 E 2 3. , :3 (~. ' , CHK BY: .,~ ,C::>, ('C1~HR A;:TOr.'FL\) 7 VILL1\(; I~~ 13(: I LI) f~ I~~ D AT L ' ,::/ ?..ttr~ :: _. ~~t~~~--..:~___.:~...~Z.;....:;:.#_4~~.."'_~~~,...:..c~.~~_.~" _~~'_":::;.:r~.~;;;" .Y,;;".__:J:.."'-~~,ll'.;;p ~":;"'...!L '? '::...~<-_:;_.,'--.:."'"-__-",."" '._, .", ~'ii .';,r> ,;~: ........'1'" .",.~ "'-"""'>,.,~:~ '~';":"""l~-:::'."::~_ "J- ~~:.~:..:....*~.~'~Q..~. ~...-cCi:.;.:.;,.:.._'Gk'.~.i~~'-~.~.jz~"V::'J&_:_ -':'''~'~-'o'''''' '1~;';'.21 "'_~-.~'~:":~\:'"c'. > .'-:;'~.<,:'_~<I.'_'JiL' ~.-'_. " ;,".""-"_,,,,,,'r-';:: r-- ... ,. f'I"E e~INEE~D liO, TAJ~ AT H. "C, ~. - R.I~ ~~$ULATIO~ (R.3el OPTIoNAL> .r-- - 2.<-4 aLOCI<lt~ / aTAC.6ERED BET1!A:EN / / T~5ES ,/ ~liI'RlCANc ANCHOR At EACU TRJ5~ , r- 5EE TF!J~5 ENlJINEERlt~ EACU MODEL ofE ELE'nl / FOR 6F'ECIfIC TRU55 ~DDO\l.N &ECTIO~5 / . /' / f<f.OUIREt-lENTS ~ . / / 2;" /-- FleE~LMS S~~ltfJlES f....... ~ / / /' /- - IS La ROa'ltlCs FEL T ............ '-:--; ~" ", / / / ~ 15/32' F'L yw, WEAn~iHG ~FrrY~~)~. ,~~ /'~;,~/." to:',,~()t;(_\_Y:f '1".. / ~_,__...~LE'~A __VA~~~_ (FOR ST.....c.uERED ~L___ aLOCKltlG) I /i .__.,,~ J. . DRiP EDUE 112" GlF$U1 ,.-" I",,' ~' '" CEILitlG D'.t.FI-iRA6M ~ VARIES' ',- ~ COOLER t~AIL5 - . ~EE RO - ~ --W'/'~~,'~~:~ OR I>!.I.e54 . '" O,C, ... /i TO &'.,," fROM 'JJALL PLN~ " , ' ,-. -1- - '-- ALl111t-U-1 e,en'IT rot> FlATE .--- 7.h4 Sf1JDS -- -i ~- /- EXTERIOR F7iN,'51~ ON 5PEATHltlG -~ 4/ ~~~M~~TC: FEes. FOR HN'<!t)I.~ANEL \12" l'F, BOI..FV ,_.,-- -~-.--~l ,-~- 7 i< -4 5T1JD5. ~I>"O,C, i<:" BAe HOlD -- n....., I ~ R-'I BATT IN,' LATlot~ I ~ 2 X 4 5OlEc!e Cot-lT, 31"''' A - - ---. ~ - If<'lJ5~ES-.../ . '~~ r-OR CCt-I,ECT'U~; W. -.'.... '._ ,') V:.~~ TO~C .g-~\l.!/~LL___ _ _ ..'r- III .J FMT~<I;lG ' ] ~ ~ Cot-l . FILLED "U" BLOCK "~ I :[~~ ov r CWO FOeA" ~ tn' G'P AM>. n_~ ~ A,r 0 '- ~. ,. ----- fM: a~INEE"fD 110, TR.J~~ AT H. ",c. r. ,- R-I~ IN5ULATI(..t>I (R-3el oPnO~AL> ,r-- 2><.4 aLOCI<~lG aT;"o.GUEF1:D eEl11.t:Et4 T RU~5E 5 ( HU~ICANE A1lClY-R AT E/'cI~ TRJa~ SEE TF'JJ~5 EtGo~,EERING EAC~ MC>PEL FOR SPECIFIC Tf..'\Ja5 ~IOlDDO.tN F'EOUIf'.:E11ENT6 r- FlBE~L~\60 SI~I1'lc.lES /~--- IS La ROa':tlG F EL T //r- - 15/32" F'L lllO, eliEATWtk. 5EE ELEVJl /// / e-eCTIO,jS / ::::...~ /' / ~" ~. / / / -..... '-, / ~~. /' '~;?~()~', ~ ~i.'.'/'-1.!......L''-''j'-<I~~ ~ - ____ :r~~ ~~~EFED -t ,_=~_ ~===:J \ BLOCKltlG) 1/ - \ \_ - . VARIES _ 5d CooLER NA'L6 - ,. ___"j!- OR I>l1eS4 · 1" O,C, I - ,- e.EE ROOf 10 &'.0" fRCl1llJ-\LL I __ I f'LAN _ 1".1 PT HAUR - / I I"" \ w C"""''' .--/ I I "~ \:_ I.v / ~- -Vf-' ,,/ ,/ Vl //1 . I ----------- l--. /.- ELEvAno~ VAR,ES . .1t- Tep Cf MAOOt~RY AL1I1, CR;P EDGE 710,1;. 51JE}.FA5CI.\ llJl AL1I1, FA5C'A ALUl'1INlJH 5eH'If CCf~C. F'LLED "Ll'BLOCK U), 1- C;; Cc..NT, f'l:BAR PRECA5T LIlHEL e.EAt'1 ovER MA5c',Rl ll.!ALL Of"lG, (5EE &f'ECS.J ALLt1. FRN1ED " (~e tT6, ~p P" , "AGI,U lEHf "CI-< )oU! 'VI 5CPr.. '~ OlD E'I R.S ALFOIL 1N5UL ,j IN I ERIOR OF 6L -, ~ [~J ' WALL S -.,. 1><4 ,..T NAILER -.- -\ J:1' -' lJ.1000 BA&E ,u" .-- \ I ~ / 4" calC. $U>.B \ -: I _ __ _- - E)<lERlCR F1N15l~ r SEE ELEvA llQt-.;S) ... I.'~.' WWK On_ \ :f~' i _ __ - . " ", \,' yJ r. ElE.O.':O:. . 'OPe< "A. . h~l~L;)JJ~'jli~ ~~I. =;t~~- '~'DE" eLDCK -' 11-..-111-. ./1 L- ~ . -. -111==111==1 (:, MIL ,VAFC" IJU-=-LII::= I U, - ~,' III~-J It rlll_--, CLEAN COMPACTED BARRER-~tU==llJ 1/: . J J:.-:: _ ~f~5ON lREATED co.c, r-OOlltlG .. u 111 Un-, .-:,J . . -r I-ju.J q uJl 2- · !; COH, ' r- . ~== _ ~r'l.l'I~::':11 1.:-,.: Ffll L__)" COveR 1'.6" .. TYPICAL TW STORY ALL SECTIO MARL.,E e,TC':.:>L 1>,2 PT FUR ~'r..c:IF0, AT 2~~" Q,C. \ \ . / \,1\, 1// ~4 FT 8ME NAilER -- l_\., v " ~ t,.L 1 WOOD BASE-.\ " J 11 '/~. /~ ",,"'C" "',"" ($EE ElEvAt'W^, ~.'JI- .- ,- ~ D'iL uJI 4 4 "WM lel' 510, IlOOK re.EE F'L.'\N) :>'~L\~,~~,'\ \ , .,I,lJ / B~7:E~ -~-? .~}; ~.~fi _' uE~!~"-:,el-'_ ., _ ,_ TOF 0' 5LAB _~_ ~COi,,~:~lrPi"'-':' j}~ ~_u_. .... "EAPE" eLDCK ,I !JTri~IUI~lm~~1 rii j~\ I rL~i ~~I, ,', ~,'" .l II=--=:l~"''''''' '1:- ~i.'."_ 1:=1 I --r .........- CLE/.N COl-IF.\C1FD COl'~C. FOOTrt-l6'~ltl.~:'u",', "'J~III~ ~ POI%N IF<1:ATED . . ,r.. ..,.' i!:.!f FILL WI 2 - · 90 CONT'=--=l~j l~':i 1::=:rL _ Illtl~L.2lJ~rlll [-.:...." ="'" TYPicAL ONE STORY WALL SECTION OF'EH llEB w, rL OR TJI rL. JOI515 e-eE f''l..AN FOR 5FAC 5EE CETA'L 5PEETS F -CAST ... - 5.LL 8'.8),1 'OlJC BlOCK / / ffi III I~ r- III ~ .. 2 <Jl C:::.~t:::::.;::> 4" CONC. eLA6 -- R' AI." CL 116UL. O~ IN1ERleR OF BL, '< WALL5 8.8,,'1> CONC e.LOCK os Du.L. WI 'el" 5TD,!-l00K (e.EE PLAN) .+ J It _ I-I I [~ . ~r~ j ~ i // 4" CONC, - A6 - \ ~~~ :[!1 / ". / u EXTE",c" m." '^"E ElEvMIW^, Q>'''- 1.4/1., UJWM'j; ~;l -f'f /' . : '" " ". ~_., < JLj Y" __:- ~~~'c-~:- _ TOF OF slI.a --t f A: -,~': r~., . -'. ~- ~ ~ . . I . - { r.. rlp,~",u , .(j.,-........'1. p~ -: , I L-:,.';J [ , .~ '" ::. ": I 0' ~x /.,-- ;. , 'I~:I ", . ~;:... :.- ~ .~-Il F---lL = . '1\;=1 .. i>....'.. ~ O' ill=TP- I> MIL V....FC~~J'.--; !t~F-U ~~Jrr . L' , BARR.ER 1 I 1,--- 1 I I. <..:. - 3" COVER co~e FOOHlG I -.........- eLE-^N CCMFACTED WI 2 . os CONT. FOlSON TF<'EATED 1'-8' FILL '1'-'- , :1, ' t ~_ OS Du.L, llJI :I-~. t .......... '0' 5TD ~lOCK (e.EE PLAN' ~ ~ ~ ~1 ~/ /~. - e"e,,!I> CONe BLOCK L ~ ( "{ n' / - - EXTERIOR FiNlE*~ feEE ELE'''AT'o.~6) 4" CONC, 5 A6 --,\;r D . ~ / ~:I _ / &,& '-"'A WWM) .~ ~~ :ltl V ElEve'-". TOP e< ,.... : :. ,',".~'.'. . .' ".'.. --=--E' -~'- -~- ~~..- .-- -h:,.... :, . I . _C '.~~ ..' /" :'........'J. p ~ l' "IF--'11 ,4";-~"~IO' ",xJ\./ .: ;TI~;,:::l :'::. . .:, .~, \. =:lU-lJl ~ 'I~I I.a~,..,:.~. m~ TF-- )~~-} J; :IJJ.' 'JI .'-'--fTf"---[ I> MIL. VAPOR,. - ~,== =: BARRIER -., t II~~'"I'. ~ -}' COv'ER ca~c. FOOTING - -- ' -- --- ~ ~.__ cLE.AU CCl-lFACTE;D WI2 - OS COHo FOlSON TF"EATED FILL -- 'S Dll.L. uJI 'e>. 51D, ~100K (5EE PLAN) 8.8)('b Cot-IC aLOcK Al TEFlNA TE MONO-FOOTING AT TWO STORY WALL AL TERNA TE MONO-FOOTING A T ONE STORY WALL OCAUo, 3/4' . I'.el" " 5CALE, 3/4" . ,'.e>" 2 X 4 .." Ie COtH -\U~~- 1x4 eT1JD BEAf;<! !:: ' I f WALL AT 16" {Z).c t '- -~_.- - --- -- ---.I'-~ '--- I ---,-- -L 1--/ :> .... '5 ~ 'rhu'ss r. JOINrTuPLIFT -CONNEC- ; TYPE" NO. . 'I (lB~)' ':. liON ,C .' F ' H , ,,749, ,ETAI6., . . ~~ .," F ,749 ,', ETA16." '. .' "" C 314 .. '.,.ETA16' _ :', 0 r~~--~86,,';"'~T~'~ _'-:-:- -C- , ,98 ~ErA,a;-::-: , ; . ( ~; , " ~ . ," '. ....,:::. ,,: ,", > .... . FLOOR JOIM ~- F~ LFTA OR EQUAL 01 , GABLE., ~ENO~~_CONl~:::;: . " .: ~ .. . ~,' . , I ." ..; , r.- ... ~ '. .: "'." E ., ',A . _ 274 ." ,i H2.5 '.',' ,,:'.J r-----=:-- -0 ~ :--r7.--~ ',' .' .".. . ,. , 2 ' ': E I A 20 " :~ , ,,1 ---- -A- --. ------ I 0,' """ C ,.. ".; 327 ,;r ETA12'-.. '~~J -- r'~' <0 .~. ': G~BLE" 'E~O.~..':' ~o'N'ri' \, H, ,.,A.. 790,.;,. ETA16 " . ,c. 790'"'' ET A1l3- . _:"'" ~~ ~,;; ,/;." '~":--:-"'''l' ,~!:':. ," ., F;.. '" ,.1 - A..- ~~~ t., ET~14r',\,: %'1 Ii ~; ',I ',',"'. . ." C.., ... f,' 4434,', ETA 14;.. :.' ... ....,~ ~,,:, .' .;.~ -:;-~ -:,' ~;,. .::-::,.., > "; -::; 1,> .,:~:i{; , G . .;. A ;01,., "'" (fJ12 ".' HETA20:~. 'f:,.,': ~~~.~-~ '~7.-~-~.----"~ ~:~"".: !. ":,1.';" ' ;"/; Ci' '1,""''': 872 '~ HEfA20., ~';5:) .:.:;~^.' 'i~ '.,""':' ":~r ;;:-:;,': ..:.t~ .L:i:;-:;":,~~"":~ ~'~::/.., ;", ,,:,1 .",. :;,....,A.i.~: ,<i,:', m "'..", ETA14,.YI. ,'1.:;',: - - ----:---- . ,.~ ~'.. ". ":. :" G ~. ';'-: ',; . 326 .'-' ET i\ H. ....., :-:,)..', ~,~,. O,,_.,~ ".... ,,141......E :"T4~ L,i" ~~.;~".; ~,' C \. ...~.I... 229 ,,;..:~ EI, 1~ >F'>~ .~, . ";-,~.~::- ~.f':; ';:: /,,:~: ,~ 1 ';'{: i ADD SIMPSON I{ 7 ANCHORS '@48'0/e FOIl :)':;:::-i: KNEE WAll CONNEC1IONS (TOP & BOT,TOM ~LAIES)' {2J 2 X 4 TOP Ie COt-H. - J ~- 2x4 8T1JD BEARI~-lCI Y WALL AT 16" (Z).c. HOL)) WN DEl AIL ~ 2nd FLOOR INJE:RIOR BEARING Wt\LL ,OPPORTING ROOF F~~~~~~,_.,~ ~ ~t .a:h~~ 1.- 0 C . , ;.'0 C .1' 0 C 1'. U C, ..I~"g ,..... .~". S . S ."0 C 3Z' 0 C, ,I Ie" a,,4 bun",,. and .t,,~,,;.,.t1 I .,..d, &r....t ...(h ~..:h. to 0 C all(iitu roc ..IoU..., t..,iI'-"'l t' 0 C.t ad\.i" .' 0 C .1 alt,.. I. """!,;I NAIliNG SCHEOULl~ t:lQlfu F:E1?FOr;X:llk'. FOR WINDOI1l R IN':e&. I. O~~. utWlf:R lIMH .". (l-".}) ~Dr~Jm) ImmfCJE: L. U: L "1 nu -4'.,,;,-1'" l'tt~., ....." le4 ,Ol?unolt !;o:' p'.'. I, ,c'" ~ b1ud.",', '.... r... , Eli! CQ.,"U'QII rnp eM .O~' p',', I, ',,",uf, ,,.4 n.t;..lf lad CQm"..,,,,, !It\ld I, ,.." ,,(.:. (" r.al .'" CQ,nlT'on C'o",k'.1I .l...d., '-L. "._ lell C\lm,..~ O~ub'.'lo, p'alt.. fa,". r,.' IQd lo.nfrOf' Co:.nl"'\.>CL.I t-..d... t.. p'.~,. t.lI cornmOl\ Cr.onl;""O,,' t.a,!.. Ie ,ll.l', h. rat Id (omIllO" h' .....lhi". lJII :...~. ..d'!. L"ldol, ta., r,l\JI Id con.mO" 0..., ~.. .t.lllt..... It .ach l...;,." 'a,. t.' .d tommon 8....-\,f, (O,t., .h.d. I~'" (~mIl'lOfl !h.tIt..uJII aI'd.,. &r,.1 1...",. uJ! I, \"'.." .rnt..-, 2CIIl tQm,r1c.II I:Z' Gn 11J1'f' SII.II."g 'I 'ii' I 1:2' c..Io..Il'ad 1/1"l.ull 'I ,all," C.t...rqld 7{:,'lud 5 t' C~I '''''"' r.1.~',;". Ct"'l.Im \.....:!Ll;.,d 'T 13." d.)...." r,.' 2. Ofl.lGG. eET e'-t>. WIDE !I,'" I 11Z' d',"'." r,al 1"0 C Ot\ '-.''If''l,ll "0 C Of'l..ar, ,. (I C 11"1 ,1,\i.,1oI' ,'v.e ~","r.. If 1Il-C'1 OC all'..' .nd !.olt""" "'"II tG il.(h () C, .1 kp .".Ii 1,...11(,>", ,,1W" -4'.,,' AND .:.."th....,d l"... !;.I.J"'II, 0".<110 !ill''-'' ." tOl'I'don """l,,,oe ,...lh ,,,if'\,'f'14,o'n ,I,,,,," d.,...:.. Dl o eel ;".,.. .nd rol;","'''''" t ".. .1:....'.. M 0 :40 ;'-'"h t'jcf {~""'11...." ""114'1'\( ..oJ" mini,.....'" "..,a t';'n.~., ot o tQ' 1.\("'" &t'4 m;n.WI...." I_I"~ ct...,.:.., ~ 0 :40 lh"~ '1'1 ("~"(:';""""I;"'lt Ad" "";t1;I1"\j'," .I'AI.. (o,r..:., ul '{"ill"" ..r-II "",;Nt;\l.tn Iud If..".~.' 0' 0 la h,(h .~ coO/c"OI'\ ',.:.'."1 "llh ".,:,,'6I'lfm .1 a.... ~.n ,;.. ~ o C~Z indo l\,llf ,'I:";"',.ml."(Id t":an,.'...:>I1 ~2!l i",;\' --;~, :it rmrr-Qj-- =J mll~ }.lJ ~J me T'''~~ ;( 6'-D" f'...dll(l".d l...p C,d,,'" C.,. ~~ "I.":"iJ 1'.1111.0...," r'II.1 s":.,',, V' I'd 10 ~hlu' / ~ ~ '~ k t '~~ ~~~ lJ" -~..-< \ '~ '-, (LJ /~16d tlAILS ~ 1f)" Ole [ACII r ^cr , hd\ (J C, "I Of',;" fI"" I ~ II"'I? C If in:.l'.....~.... tI-'I'I""', 5 ,"t" U C .1 ,(l<,jtl and U ",,,h U C ..I ",If"I1..IF,,:. ,,"'h")':' ,:.."lbco'4 ro' .ISi.w'g, O,.,!Ot ..lIot"l 1,'001- f)!M'HRM;fj tJ^"II~G sCHrolllr - lon mph hltJr ..~---_.~ -- -- --. - ------.--------- --. -- -.-------------- -.- ---------.----- --. I..J - '., '_. _._H)<!!"'~ __. _ __. __ _ __ ,_.__. ____. _. _. _ ,__, . , . . . . , ;r,a_-;',r ~,t",tlN'CAPACITY. IUt>F1..F, ,~f&.,/l: f I I I I 1,.. I U'L:L L- L]tc l---L ~..J. ~lJ~~o'! ,J~,~o_l--c~,,~,~.~ t-r ~T l~' .1;.t~~~O~;~ ~~~lWS: ~~~~IL[:; > t... ,-. i "-.- 1.-"> BENT ""'>A" -.---/ ~ [ , ,.... ~I j~. La16 EA LEa - e-EE NOlE NO, 2 I~__ _, , ' ,.11 ---- .-- '-"> '~RT, ""eAR _d._ '-"-, ..... ---.-[J, ,.L.J -- ','[ ~'I iN GROJTED CELL _____ ~__J._. tl-l. J I .........------ &. ca-lC, MM. LNlt (CHJJ ------- t_l_=r ' , .^v-. I t .' _~_. ._OfB,lIt.~ L.~~E.!'l_l.!:~~!o':~"_ ..____,_~ X / NOT Ea. 1. ~AC~~ .,......'13 Of OF'EHitiG6 TO Ee r<EU-O~ED Wlrn 1.~ vERTCAL IN GROU1ED CElL. 2. F'REcMT LiN1EL FCIQ Of'ENrtk"~ 6~ATEIQ nv,N 6'-D" TO UAvE 'I} C~~ eAR& INTO J~ M ~IO...N. //~. // "'<\{, / ~ : :: '. .---.-,:-'::<: ~~~J,t.:-, :-, :~': -::.~ : :: . ':'- ;, "., . '-~.-. -_....:.'- ~_...._.!._~. '-.n"~ ..!..., '_.......'o'.. .... '- IKKJ I Cl. [~ : ~ : :': : : j P..l (,,~,!.1i'1 tu.C; ~ 0' OF h 4' llji () GAlli I i'i('MI L I",: r:.Il: I ['...,' ...,.,,-,,"" '.."... -'I ~~ LU,IAml 11M ~J G. o/e lOG!.' ~I (('INe!!1 :IM5 {lIt iJ/C tl'l\Wl.lJl~I[ , ~, " i' ~(; , 'Ielll I) ~H :,I"-I)Ci'JUI 'In:I', I()-: ',HIIIIW; :111)111 ^li:AI~ i} I}IO j'}~n:; U IHI ,'( ,,!I{AillI!l'~ :,IIf,11 11f. ';'A-oCt ~,[[) f,!1O . "Ill' P^.JI!<(, U:VI" ~ "TYP. MASONflY LINTEL ' 12"",12" OIQ !(,"x'(," caJe, /-4Aa, WIt ruLL T GROUIED -7 1t-~_rtITT : >,.~-, ~ ,L,.. ~ ~~... ~ 'rrT'{~r r 1-" Y!;"U'l'B'R' \ \ ,') l1E~ . 12. oc. '~\ "1"1C/'l ~;jQL~ r;',", H& H~e. "CEiu'MlC rIlE FlOC~ A~D 'UI1.5, O~! ROlli c ~ 1l f GN ~lOCJ;/ TO F-;RM -.:'....8. .110 L rn.E A~1S G[~AH:C T'l.!, ~' l~ ,r "o__-:-~~u_~'; i ~ V Afil U UE foLOClil "LA~ ..~ {D\ ~rp~AL FT~__ ~ SUNKEN el10WER U$E J>Lr lJo.U'l Stl<1D<.' ""'l',~.;l&&m f1.Jl6"'lJ'\.&\O!I~~.;.t ~,t\LE: 3/8" . ".0" -~ - T''(P. MASONF1Y COLUMN 5CALE: I" . 1'_0" -,--!r - f/2" Ci'T'P. BOARD. ,- .-- --t --112" GYP,BQARD __ I ,,_-: --~.--- 2 X 4 elUDe AT 16"OC. 5ECURE FLATE I.UI \ r' 112" x. 8" "J" BOL T& :;.. ~ R-Il BATT INWLATION AT 4'-0" O.C. H~' ~/ )r--'eeD: &" AT I eroRY \ H~ /2 X 4 OOLE Ie CONT. BA'~ M~;';:' ~TORY_, ~~ I/F' COLD JONT 6)1,6 1..4/1.4 WWM. -1 \ 0., / I $- , .': ,.'. . '.' ,.,,\. ',", ,'. ..~~ / E:~~'.0" ~~0' ~L.A6 :...... ~ ,-.!-,-~ _,.t. -~"r~ ,'II. ,t BARR.IER _I.~- 6" 1'.0" "'-- CLEAN COMPACTED rCONC~FOOTiNG-t ~- -- FO!WN TREATED WI 2 - '5 CONT. I=ILL AT I 8TORY AND AT 2 &fORY _.~_.__.-._...- ---- -- ,', CDHCl<f~E f>!.),6 MIlJ,2<'O P&I 0... ER T"!A~EO C')MP,I,>;fi:P ~'LL f,)<,6 1Oi'C ~V1 <C~tQlJAU 1 .r /- - - - - - ' ~ /' AJ~ 1 /' · N-llrt Ir1I l~ f<feAR T'~ I rI.Hr'Hr'" C~CHJ,;"5 _ '(,'_-{ D :; TYPICAL FTG. "'Q"t.)l.T'UlCfllr..)Cr'l'UtC~1' " CONe 5LA13 111N ~O F&l I !H Eo)' to 10/10 Ui'llM C R EQ~'" 0.... M'l. '-{ B, OvE~ lRU COl1P DflU - tf7 GARAGE FIREWALL DEl All. ~' - - ~ ,: I ~ I j' C-l11J ,.. I ^ I lfi 10' )( 20' CONt,/ c.c~c F~ wn , ~ ~13A~ H:D V.-' - - .. o;?/: '\V F~~::~.:~;;;..' I i:>R"'D! --- l~ 1,J-l , J.1jr ,In, r ~ ~ALE: 3/4" . 1'.0" IKT e-EA~iN~ H;JD L'"LJ.L P.T. PLAo 11 )'''ClJC~ED ~,14 " eOU& AT .'C/' o~ 4' lePEt! ~U,' - "v, HI:ol p~, 0... E.'l 11< EO C.oMP"'CTE 'L-1 ':>:6 !OlIO '..l.lM ~...' ~~ ~Q~L) /1. mRlB~: '-Y--.--&r ON Cl-lA:Ii!~ ~-, (D~~'ICA~'"F~" \~J MONO. INT 8EARI~ TYPICAL INsrr ALLA liON IN5TO CONCRETE/BLOCK 'fiE BEAM (MIN. REQUIREMENTS) - ,--.- " CCN~Rf:1E ~Aa MIN, ~o F&I OYE~ If'.!A'(:P C-OI",PACTEO ~ILL - f-- 1 6X6 10;10 1l'Jll1 .,' ~R EQtW.) . f-=- ~~~ - /- - - - - - ~I ~ / /' . ~-' t~c':If':r ,,!"..J. '_ '.' -J. ,~J rD\ W ~.ALE: 3/4" . I'.{Z)" TYPICAL Ffu, Mc'ir.'\J1Ii1l: "'''''\It O''''-r Qto~A6G - ~--.-. - -- .!''-: ~',.' . . . . ~,' 0; --.,- .' . . , , . . , . H~l(,:; . . , . ,\ ~ SINCLE :;")(.1" ~~IPPL[ STUD T'rPIC^L ..... .....- ,/ / ............ ~lb OIJ0Cr,.. . 't:~;~" _/~ J "-.. /' ...........// ,_ ~~IMP~OU I' AHf),L' . ?-~~IMrSON :-11 fA,SlnE , " ~ \ \ 1'ELLO\V A~ - OOlJmr. IIr::M)fR :?"d" ~~TU!)~; r'rr', /C:~Pl\Cl? v ~.(- 1'.1. nOT. f'l ^ If' .~ ""-. ~~IMfI~m J P 1\11' H) n. JIIC.: A\ 1f.--o)lr~~';[) ~')Ir ~L'(-" If, nn 11 I ':_..,,;t' :;-:- L:-"[( 11 I!,~ L~., I !t!:\ !I 1'.-, " (UPLlrr cct!JU~C TrCN~) . --------------..---.- INT. I'IEADER SCHEDULE OPE.IJltlG SIlE ---~__w__."_____ _________.. ItE^OW ~;lLf. -.::';.-=':'-::.:J~..-:'~::;'-." - -=-~:::.~ :.:..z.:.L~ :-_,::;:.-'':;:''--=~_,::;,:~'''.:r::';'::-::-'--='; UP TO J'- tN ;=-r~=.1'::'::':'~_-:::':=,,::,..;::ro..:=-~ ==---:L~."'.-,,::=-:--:;;-~:,=:--~ 2 - 2"x1}N ---.---.------- ---...------..---..---- J'-5" TO 5'--t~ 2 - 2"xO" 5'--!j" )( If_tiN ----.---------- ------------------ 2 - ?Nx10. -----.-....----.------ ---------_.... n'.-r fa 12'-0. 2 - 2~)(12. ~~--,-- --------~- 'r,t:C.U'~D Af LOAD et~A'~~ft.l':' lVALL ~ CC~T. M ~~" TO L, L PO~O &C' K~j ~~. --~ffi ..D F=--' a"MU - (0' cp TYPICAL FILLED CELL -- J1l1t fli'o:-<r 0" BLoCK !t),LL - ~--1 J:"'l:E~~' ~ i.L : I - 01-1 r / ~:~'. : :, ... : &' ~ fOOTE-I< ~,::m ~iI' ,0,". E'LocK Elro'\P/~-.:J .'l~ '~l.LfoC.;>V\ ''''''lIf.IO''' ,K>tI\ :1-~~ o~" EDir~y.p'CAL UJ ~ ~.~!:-t~L~~V1DCOR - /'V-~- ! TH'IC"LL ne RE<CE~ !llta, lllE ~:~ot~_nu.r~'~ I.. YAR'E~ (~E I\.O(;R PLAX) ,..1 (0\ TYPICAL FTC" \ 12 J {V TUB ~ ..E.f CI4.Y .~ 5IlCUPI AIlI~!( ~ "~ ~,eo~ ;e.01 "'~I - r- ~. CO~It!Tl! va MI!( ~o F~ O'(~~ Il;:EAf~D COMPt.Ct~p FIlL- -1 ..X6 lO,1O \LVi \OR! EOIJ..I.U -1 ,/- - - - - -II '1 /. / · u5 ':-El3LP r:~ J . ON C~il<& 1"-' ,F--'" - ~ Eft ;,Y~:~.~,2G. " CO~le SL-~a 11N ~o F5I I Ulr.t.l 6>... 10 110 iL\.M OR E?'';) L ~.b ' O\!E~' /1!L vB. OvER ~EArE!> I COMPt.CHD tU -- ~ . (;aRJ.t: a I - - - - - - - ~..._--~ ... - - - I I I I , J' C-l11J ,.. ~ r 10' x 20' CONt C.cweFTR!lIn I _ I , ~ !i.Ul1.l'l 1'W t...r . - - r - -. CNCiJA:,;:5 ,/ G ) F~~:~,~.::::~N NT eU.'\m Sr>JO lULL P1 F'\.AfE A~iCW~~!:P WITH f}';>L 1& Ao T fo' 0 c, " CC./iC,RITE N.Ae ~ ~ MN.4!IOOP51 .. O'v'i;~ '~E). T!:P COMP AC TEI' Fl.L - ~x" 10.10 1lI.H '.o~ ea'J),I.) l / _J _______/ ~~. HSf<EeAR ~l ON Cl-1A:f<S ( :::>< .... E50 , r - b i; ./ it ..j TYPICAL FTG. MONO. B.W, {1) DROP -~- " eO~lcr;'E It EolAa MIN. ~ P51 0... E~ T"U.TEO -';Ol",I"/":;II:D FIl.L t 6X6 !O11O ~'lIM ~.'dJ" ,,_uw J l--'. / · gfJlr!f~ H~f'Er;\ARr~, I ~~ ON C!-l.AiR' I'- 16' _y 8E\ TYPICAL FTG. 13 I M~HlC ~rt' ~m.f ,VoC.O '"VA L.t..- 1) -:,\..A e. T \i o \J) D d) -1 <[ 1--- Lll o ~u t9 Z Z z --. <( "----/ _J c:.::> II '-.../" '-.../" ~_.( ---..-. \.../' L...LJ ~-r ---- ~ LLI _---1 . i) c::::d.. (;<> .~ . ~ I . ~ ~ J 1-- ~ !:7 u >. ttJ I ~ u 2 (( ,{ 6 ':.1.~'" ';" i .'-';(. f.'". B > 0: W V1 w ~I ; Ul ~ ~ ~ I ~ u J J ~ @) f' n .8 . ~ . (lJ lii x ~ '- l'J U it ll, o m , , " 10 . m 00 m . g .~~ [~ '----- -- -- -- - ------- '--1 4' C-CNC1<i1'1 N.AB 'rtN,Wof'&1 tNtR :l'EATt.D C.,,....PACTE!:l f!lJ. - I-- 1 ."" 10110 :W1I1 t' t.;~ E'2~,"1.) 't ,~ .~tfF ~" - - , . - - .I ~-:::....".::. // ~~ll t / Z I~. · }., ~teA~ T,e:> ~ , -- r CIH..>1AIl'S ~ f- 1(>" - ,tJ. E. ON ~ ~SO p,gJes ew i. architec ural~ In~ D rrp' AL FT6~'~~S . () 16 /1Qt~ kX>'trtampa, fl 624 , 81~) m-S719 ':;.<..,0. \ THE ATTACH 0 I HEREBY CERTIFY' H l' E lNE t~~ ~E WITH SECTI N . ~~s~~~ AND FOUND, T...l' E\JILDING CO.D ' ' \l' ~ i)'\1~ l' ,,'.} ~ t\~\"" ---''':::,,-_. 2~ UJ ~. <t Q :z: () ;j) ~ III >- III ~ <t ~ o ~ <t o .. V- o o In f---- - g to Q .. III L <{ z Z -<t: -1 IL ,. ~ II II "t ..- :l; .a OC >- ~ U .. fa > Q f lL <t .. \.!J Z :3 <{ ~ o # 6~tEE'r NO I o-~ \ ,___.'--_--'---',~ 1_._-.-, .- .r", .,j Lr-/ ..;'"'. " /" ) .,.' -', ~ ~~1'~~ . ,," .. r- ~~~~f=-_"~'_ ~ 1x4)(12" MIN. J3LOCK NAILl:D--,- --, TO EACH BLOCKII'JU MEMBER lLI! 2 . t6d NAILa IN I:ACH MEMBl:R . 2><4 elOCKINcs . a'."'. FROM \ END WALL ~ _.a._ --~..~--..... - .' .. OCleOOR& TFlJ60E5 AT 24" OC. ~' (2) 2x4 TOP FLATE u' MAx. ----f - -~ --" 112" MIN. GYPe.uM CE:ILI~ DIAFHRA6M \NAll AT 1~ oe. d CooLE:R NAILa 1 112. Glle!:14 4" CONe. &LAe 6x6 1.-4/1.4 w.wM.- 6 Mil. VAPO~ 6~IER 5P1 c~ECTOR61MF~) 1><4 CONT. LEDGER 2 x... eTUDe AT Iq"O.C. ONC. FILLED "U" elOq<. / I . f'!; cot-lT. Q , (l) CANTELIVER GABLE END WALL OPTION A OCAlI:: 3/4" f I'."," 1 GAeLE EN NAIL 5PACINCs - ROOF e~ AT~INCs LIJOOD OOF TFaJeeEa 6A E T~6 4 BLOCKINCs - 6'."'. fROM D WALL 2><4><12" MIN. eLOCK NAILED TO EACH BLOCKING MEMeER WI 2 . 16d NAILa IN I:ACH MEM61:R 2 - 16d NAIL6 2x4 eLOCKINCs (6TAC:,6ERED) 112" MIN. GYPe.LN CI:ILING DIAPHRAGM NAIL AT 1" o.c. - &d COOLER NAILa OR I 112" GUJeS4 eoND eEAM DIRECT JI, USS TO MASONRY CONN~TION. ENDW ALL fOR GYPSt}M CEILING DIAPHRAGM OPTION I TRU66 ANCHOR Aa5EMBL Y T 4'."'" O,C. (I~'" , CAPACITY) ~~E6 KFA 16 OR EQUAL OCALE. 3/4" a I'."," u8':~'JjjN- ---- ------.-- 112" MIN. GYP5U'1 CI:ILINCs D'AFH~ NAil AT 1" OC. &d COOLER NAILa O~ 1 112" GlIJa&4 GABLE END NAIL- epACINCs ROOf eHEATHINCs WOOD ROOf TFlJeeE6 GABLE END TRU66 2><4 BLOCKING 6'."'" F~ END WALL- 2x6 FT. \J.P. FlATI: 112" D IA ANCHOR BOL- T 8" LON4 AT 4'."'" oe. (MAX) 1 - 16d NAIL AT BLOCKING 16d AT ~" or:.. . END NAILI:D CONe. FILLED "U. BLOCK WI I - ~ CCNT. 6" CONC. MA60NRY !..NIT DIRECT TRUSS TO MASONRY ALTERNATE. f:NDW ALL FOR GYPSUM CEILING DIAPHRAGM OPTION 2 8CALE, 3/4" a".",. r-- ...... - A ---: -- .. ....- ,- -. .&"" ....... - ,. ... r~1l ~1l"JJfl~ \liP 1~~4 fi Ji. QJJ.-- 01~Ar. @ ,""C'.lRUCit Wl-lti.fWI? .~. DW<;~ JIlf.~ D.4~C;DI~~ f1i3fM~ ~1I\{~fi ~ RopfU~ Itlt n' CD~, 1'1 n\1~[) ;-R030INWLATION ( yY "., ",(Y:( D. ) ('I~\" '\ I' } " \: J, 1,- _ " _It. L..J--L ~ , // "'- TOP PLATE--_->,II2" DRyWALL TYp. 0- ----;;/' . . --'---r- I -:: ::J T::S~ aUCK 1-;0' 11.(006 6T~AP6 5'3 " , - I k- 1 '/ ,'j/' / / ~y~/ == /' A / // t/ <: / / 1/ 1~ /;'/1 ! _/ ,(.:/ ~ I '1-/// /1, ,JH-~ ~1~ll~ , ,,)" I r f..y ~/~ .'.. , ~ I OtW'ON _ ~lrflilQ t~ ~Q ~11):1.JJ\) ~N1 ~tx OUllt..fIP H~AHklU ~r I'GnQH PI-A H! /-2"x4" ~TUD~ f 16" OIC lit!) ~r~^,,~ fll!~ CD -.1_ i" COtlCRET~ e1.AO MItt. ~oo rOf OYl:R l~~A ll:D COl1r^Cl~l) FlU ,._X6 IOtlO lllJlf1 , ~R PG4JAU /' 2"x4" ~TUD ~ 16" OIC The test 3peClme~ ~las mounted to the'" ," test buck usino;, '~;'fht (8) ('\J ~ Vi ) scre~3 'located d~ location shown~. ,...----- ....- 2")(4" F.T. FLATE-"" // UJl.f . ..... I I --1 ~~'~---_.-..---.-. r.-.-" 1 ' ~, ' -1- F'- ~--=.:...--- (t--- -:~~-~--. ---- -:--~ ~.., PF~Att n:p Qij ~HAI~~ TYFICAl- FT6, (,&11<))f"f mRY DITAI. t10WU D He f'OO1lR OlU. r 1- -112" GYF. BOARD - 2><4 6TUD BEARINCs WAL L AT 16" "'C. 112" GlP, BOARD eECURE FlATI: WI 112" x 6" "J" BOL T6 - AT 4'.",,, oc. IMBED: &" AT I 6TORY 6" AT 2 aTORY BAeE MOLPINU _ 6x6 \.411.4 W1LJM. TYPICAL.. INTeRIOR NON.a5ARIN6 ~.II f3ATT INOOLATIct-4 2 X 4 50LE Ie COOT, 6J~ epl (&TA.C.:,c.EF:ED) eeE eMEET,NO.?'Y -\ ;-R-30INWLATION FOR UFLIf:T C~ECTc.y~. ~ , '( Y)' ,0 (,' 'r~ )~, , :(jL[.]{. )\ - \ ~ '\ DC\.J6LE TOP FLATE-~ ----,,>'In" DRyWALL TYP, / ---...--:/" ~IMPeGN eF2 C~ECTOR- .r ~" _ / ~ eWp"N r IrAr ' ~TJ ~ lr.4 ~ li A~ CONTI fROi1 FTCi TO L-IfiTfl- FOl.lR~ ~OLIO a' (;114 - nI II~.~ n k1At _ 21!A 'J"~ " eAf( coNt, t~OI1. "4 TO LINiEI. POUF:~P ~)t.lp .~ '.. .~ .o' I~'(;atf;.fo~p ~ - '.*."J 2"><4" eTUDe ct 16" OIC / / SLAB FOOTING UNDER INTERIOR WOOD STUD BEARING WALL DETAIL (D\ ,'rprcAL W-I:J~LED ct:LL 8CALI:: 3/4" . ".",. I" /2"x4" eruD !' !6" OIC :~" "+ .ANCI-iOR BOt. T q 'H" OIC r WI 2"+)()/16" Ie WA5HER TYFICAL eIMF&::N e,pl ~ BOT. EA eTUD-\ " (MIN.~" EMBEDMENT) -Wlf 2".<4" F.T, FLATe--..... ><~ ~ '...., / /'''''' t'\.-.-.-...,...-......,--J' ----.,....--~. . . \' , , ~~-'K. -,'-'~".--~ -:-,~~ ~~,\...-',-'-l-~..,.-, , , :.... ' , . . oJ' ' I , . . :it .. \" ,,'" \ I , / " ...< ....,. /' "'--- eeE FOU~~DATlCN PLAN, fOR FOOTING TYPE ~ LAG ea:av. OIlt )C ,...-u.. 10" . t&lQlllt , t. . JIaI eM (II t1(O'Q ~ ~,n:.at. ~ ,y N ~. WlnlCH. lRAOC I ~(.OO)")tIl4) ~Y. 'flD. TYPICAL.. INTeRIOR B5AF<IN~ I eXieF<IOR 6SARINGl 4 NON 6SARINGl WAL.L.. ~CTION 5CALE: .\."0)'-0" I" to ~. ~~ 2x4 lL-E6 eRACING 4t EACH- END 6A Y .AND NO 6p!:A TER mAN U,)'.D" OC. SECTION ecALE, 1 v)II!'I'_~' 'S REINFORCING eAR"" 2.16d NAIL& (MINJ II' -L- ~tc~ TRAO< I~T~r~ fCAl.J. ~, , 2"x4J1 ~Lor.....KINU f 48" OIC---.., ~~Tr;:/ / 6RACt~~, --I. - -- " ilL II 6RAC A TT ACHED WI l~d NAILS t 4.11 ole TYFICAL r ~r-\ SIJ.lI>SOIi st>l 00 EQUM. RiStAU. f'Ul MNI(JfAClIJRtR lW r~ lOP <:I ~lVDS . o .1 N " o I ~ " ----..,,-l/Ii"--.- ~ ".._~ ~.;..'" '"' --" [ 1= . I . MASONRY /FRAME WAU. CONNEC1l0N &.&.1 J r r .. 61MP&ON H1 OR M - ~QUIRED- OR &IMf'6Q.l Hi&l& TF!J6& TO f'LATE l1V HT&t2 FLATE TO an.o lI.l1E~ TF!J6e.E& NOT DI~CTLY OYER &nlO&. e.EE TF!J66 ENGINEERIt-~ FOR EACH MODEL FOR I!XACT 6F'ECIFlc 1l'"lJ&& ~lDO\1.N ~QUI~T6 TYP, HOLDOWN INST ALL A TION 8CALJ;:, I" a ,'.,," 4A6LJ: TF1l55 u.Ee-1 r:-~Q~--l TYP~ TRUSS BRACING OCALEI 316M a I'."," PATIO/PORCH DETAIL 8C/\LJ:' 3/4" ~ I'."'" eINGL.B 'II-" eF<ACIN~ ,?~TAI~ ~ ...~r><\,... ........ .~ "'.' ............ . ~_. '.. ..~ ~& err;>, ~. J:iOO~ - - - ~ - - .. : . - ~... , .... 4. ,""... . - ',1>- '"dt ~A(Ed~'J. all.i)- '.... - I-f't Y lRJ&& . 2.. OC, DOUOle ToP I"1..ATe ----,- ii.P. &T\JD .16" OC. TYPICAL TRUSS-TO-STUD INSTALLATION (MIN. REQUIREMENTS) 8CALE. 3/4" a"."," eee f'lAN& ~ Aa, ~Q.JI~T& ~ TYP. H4 OR SP1 INST ALLA TION <J) -1 <[ l-- lLl C\ 8CALE: 112" a I'.",,, WOOD 5TUD fJ FOUNDATION _~ TDM. ~~~Ea I'FM MA60NRY ~ANGcR (OR EQUIVALENT) ellE TO MATCH BEAM r \lIOOD 6~AM (.~~ FLANJ . . :~. .I".~ r t .' ~ I .. ." ..' ....~ I 4.;. ....' L ..; '( If.. ..; "' ,,,,,,. ---~-'---)'f-~--,~ '1 -~-~-- - ~--~-"-- .. ......~ '-'.~' . ,'" .', ..,. -'''1.:.:. ,t.,.',' ; I I I I I i I i I B > a:: w II) w a:: II) l- X W ~ 6 a:: >- I 0... 't 0 .~ (,) " ..J ~ It) ..J ~~ ~ <t J . (0 ~z II It) <( Z . ~ (l) -<( m '-./ -.J ~ . (') ~o. Iii \/'"' . <( UJ -.J J X U <( [ ~ 0() cr {j , :) ~ w ____ I- 1Il U c:::> \) ;; II II LLJ W >- 0 It UJ . I 2 m ~u " r--v cr " ~ 10 <( . m 'i m . ~ ~ -<t o ;..!: o as :> w ~ .. )- III Z :3 <t OC n ~ n o :z 10 q ~ ~ 8: ~ to- :t ~ (ii ( () u @ >- o l Q.. <t .. \L () () (1) .. ill I: -<I Z z -<I -l Q- ,. ~ Z :3 <{ ~ I OJ 6~EET NO, D'..rn . 1'1 t.. " Ii! , r' I;