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Home My WebLink AboutBIN A-4 PERMIT 3463 -t -f -, I , I -~--- '1<----'1,---- I I I I I I , I ~I i ~ I lL . <t: I U)' 't I N~~ . @ T _, If) -t lL lL <t: U)' 't Nj~ ,it dJ @ T -' If) -t LL LL <{ T' 't Ny~ dJ @ OJ; ,I ~' ~ Iyl -' ~ i'U) ID iD tt 1\1 () <{ IW'--= N ID-I'f)()~ ' 1:L1'f) _, iI I I dJ '-. 33'-8" f- J.- I I I 3'-4" 18'-0" 24'-8" I, ^ ~~I ~ ( ~l C6\ v 01. '1 \ 'V 180x 100.H. -.....IIOMPH DNP = 22+ 23- PSF I LlC!G t GARAGE REC. FOR OPT. GARAGE DOOR OPENER d} V I ---------- 23'-4" 20'-4" I T. 13 :l::--= rEJl l8 I~ r~ ' ~_1V> COUNTRY It{ ~.J C)' 'c;- KITCHEN " .. tv ~ r\J N , dJ -.J,.-- I 2'-0" +fr--- JI~8 ~ ~ ~~@~ NOTE: LIGHTING PER BUILDER I I I I I L___ UP 23'-4" .i\\ :;Y ~ \~\ ~i 11'-0" 0~ ~~ ~ DINING ~ ROOM ~ PRl:-NIRE FOR FAN GREAT ROOM 4'-6" HPQ \, cI) @8,3~'AFF \ \ Q" ~ I'D\f" , \^- FRONT PORCH ~ l'_C1U ~ .( 1'-10" 24'-8" 1'-10" ~ I 1 r- {' 33'-8" 1'-'1" 3'-4" '1'-0" ~ , lL LL ~<{ N= dJ IV~ N-I dJ @ T _, r-- N 4'-0" l i '~'~ .{ -k-{- C\j -' () N -':- , - I 0' I 01' _, 1 I , I dJ -' 't N J ~ 't .' U) '1'-0" I -r~ I~ !~ C\j -' ~ ~ V , C\j N I ~~ I Iv -' ~ I I +- 1 I I ~ 1st Floor Plan 1/4" :I 11-0" ~~OTE: Cl'-4" FLAT CEILINGS 1st FLOOR C:\1-DWG\BURNETTE\BB4-090-BURNETTE-1.DWG, 8/5/2004 3:12:21 PM, FvVF rrr N .' N \SILL \SILL ill<{ ~(i = 't ~()~ ill.1 ' "' ~ I I OJ _I U) \SIlL \SIlL \1:t d _\I)~'>t ill_' ~ U)dJ N@ C\j , o ~ :Q -' ~ LL lL <{ U)='t N()--.J _, dJ @ = I V .' ~ - - - - - - - - - - - - - - - +L= I 't V _I _, If) ~ dJ1 ~ =€ /J) Ii - Jb : \ 7::- ~. LAUND~~ .\~ r 3-r~[ 7 , ~~DRYERT~! ~o {~I~I t--II-___II___ bb ~^'/'}/ >) :=L~..JLA ~ n:Y .<- t-- .~ ~ q ~ = -,3 2'-5~ I ~ t--______ 9[----- if> 1 t-- - I t-- N 01 S CW ~051. CW ~ \ t-- 11'-0" _&1/) ~, BEDROfM #2 ~~i ~, PRE-HIRE -+:: ~ \ ~~= FOR FAN -'<:;:; ~'{ iZ\ \ &. CHILDREN'S ,/' ~--~. AC~~6~~: ~W/^ ~" 14;3 In 'V?Y ~ ~/i ++ = ~~ ~ ~: - - "\ ,,------_O,~ 1'-..= BATH ~'V. -~, 10" .,-- 't' 'If:J v- = 8'-2" ,_ ~ ~l(;~ 4'-0" +- 3'-tO"I\ 2'-4"b ~ 4'-0" = I~~~~~'~ ArS ~ ~_l~r~ ~~~~T~~~ - LU- (t..c0 b~:~ '" ~q _ (): ~~ U:r<?-'k. ~LL~ "'~ \ v\ ~,~ -_-~-_I_f-~- V ~(~ \, ~ ~~ ~V~I\ !J.~, V -'= " I- -' . ~\\ F /." ,'.J '1 /' ,() ~ ~ V, ~. ,\<c,\" \ ,..f) ~1~) \ ~~ ---- \ ~[- 3~4> 6'-~/~" t ~ ~~- \~ r(f..." \ ~ -"= I"" } ,~.. \0~ v I I '9 \ . --- ~ /\\.ilIl.-\.. '\ '1 '-4" '-4" lr, 10'-0" -=::: ') \)1 \ ~ DDNN -<<= ~ _~I c:=J "' ()D SD n .-.... I-W ZI- ill=> >() (iri illD >-~ (iill DLL '-- - - - - - - - - - --i I I I I I, I v SCREENED PORCH I BELOH I I =€= I - I - - I - - - - - -. .- - --. u !; 1 l 1 I 33'-8" -~ { i I I I I ;-1 9 u:,1 ,0 I I 1 1 -t-G2i-- ~ , I. 1 1 18't- -l{ { ~ 1 24'-8" I : ! : 1 I " , , I I I.! ,IT II: / : I I' I I I I I I I ______J 1 I I I fhD I- ~ r------~ I 5'-10 ~ ~- ~ ~ ~ ~ I- ~ ~ ~ ~- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r----' r---- r---- c- r---- t-- t-- ~~ t-- t-- t-- t-- ~ ~'-IO" ~ BEDROOM #3 ~ l ~ r1 \0 \ (L\.., V = ~ N I I I I I I ~\/ / r-- r---- r---- t-- r---- r---- r- t-- t-- r---- r---- t-- ~~ r---- 2b t/ PRE-HIRE FOR FAN ~ 11'-0" <w 12'-0" BEDROOM #4 o , r' -t - PRE-HIf<E FOR FAN ~ ,/ 6 ?' (0 ( lfv ~ '11-~ I-- I-- =€l= ~ 12'-0" ~ t-- t-- t-- f---- t-- t-- ~ o I N ~ - - - - - - - - - - - - - - -- - - -- ~ ~ I ~ iD F U) -- - - - -- - - - - - - o - - -- - - ,( - - - - - ~ I A1C-~:2 = I CHASE == !rPLUM5ING iD ~ Ll'VENTALATION ~ - Q 6'-0"/ ~ ,V<? Yii> <w - - - - - - - - =€= - - - - - ~( ,~ \ 11'-0" , \(J \/ ) \} \0 \~ ( PRE-HIRE ~' FOR FAN v , ii> - - - - - - - - - - =€= - - - - - - - I I I I I I I I I I I I I' ~ MASTER SUITE ~ 3~ rh . I I j I ", FjE QCH .' 1 j I , !.... 1 1 1 I " V Ip CJ--P, J~ ....') 120 Ec: RES; J \jrau @8'-( "AFF / ~\ ( ') L~' 1'-10" ( ~ tk)'1'-IO" . ( 4'-0" ~ L-----' r\- BALCONY Y I 1 · 1 i........ ~ I I -f~ l' "II @8'-~€;:AFF 4'-0" ~~ -<;k. NOTE: 12"x 12" COLUMNS ON lo"x 10" BASE ~ ~ - I ~ 1 k 1 '-C1 " 1'-'1 " 1'-10" 24'-8" 33'-8" 2nd Floor Plan 1/41 :I 11-0" NOTE: Cl'-4" FLAT CEILINGS 2nd FLOOR H!-: "3 r- 'I . /)A 7) ,_' ~~_(L~-- }';..v - ~~',,~i'ING DefT APpc;oveD a}f) 1 '()t)lce ,;opY ,i 11..il\..L- ." .-' 1>- ~..,~.-- '-~-,- -- O''J)ABu'1LD ~-' C,-. I....' <"N _.~ \ \U-L'-'GC .JL--'~ rc""RlCCODCrv . . I 1 \l, [J.,L- - \ 'Cf," CO'l)l:.. ~I\ nON; 'I)' '1' LS ORD0".A:" ' en OFZI-?H'! "I.'.... '1'-0" ~ I CLOSET I I I I I I I I I ;:l I '/ I '/ ! '/ '/ 12nd FLOOR LEVEL t---~---~------ I/./. J 16" ENGiNEERED I-:-~/. _ _ _ J="/- FLOOR JOIST~_ -"'--.//. S /. - """- -r r /. ""- I .J /. "" S /. "1,,- r /. r~ /. ---- ~"- - -.::.....- -t ""- " ""- "L ""- "L ""- "" L "~" "L "~ "" L I " L " 't -' 'Y 't .1 1Y If) .' 1Y ~ , ii> 2nd FLOO LEVEL ~ I -~'i.;- _ It- 3'-4" 't .1 'Y \SILL \SILL ~!~ - Ci1Y~ U)dJ N@ ., v l ~ I---- r---- c- c- - ~ ~ ~ I- ~ 1--- ~ Stair Elevation ii> , N 1/4"=1'-0" Revised 1/21/00 ~ h- I-'- -r MIN. 1/2" EMT CONDUIT #12 CONDUCTORS THHN THNN INSULATION INCL. #12 Cu GROUND ALUM. ~ PVC-----------' HEA THERHEAD. RAINTITE MIN. #2/0 Cu THHN SERVo CONDUCT. (3) W GROUND FLAGGED 0 UTILlTr APPR.------ METER CAN 240V 1/2"(j) EMT GRND.------------- CHASE 10111 4 :LLL ~LL z<{ 4=dJ !:i \)-r I- _I () dJ -@ () ~ ~ C----~ r----~ r-------~ r--~ '1111 4 !'-- ~. C\j , o 1'- ~ , f-' I" RADIUSED NOSIN6 '" - i X ~I"t I <( r L ~ !"x TREAD _{... I C\j , ~ ~ /RISER - 1/2" PL YHOOD ./ OR I"x (OPT,) MIN. 1/2" EMT CONDUIT- #12 CONDUCTORS THHN THNN INSULATION INCL. # 12 Cu GROUND stair Riser Detail == - - - - - :2 <;'VI ~ fU)(i) __~ 25"('5' -~ :-t=1 =:1==1 ~ ., II = 11-01 UTILlTr APPR. METER CAN 240V 1/2"(j) EMT GRND. CHASE MIN. 200 AMP. 240V W MAIN BREAKER -2"~ EMT CQtillULT W 3 #2--THHN OA UNDERGROUND ;lf4-cU GRD. W --r~ ELECTRIC - = -.LAPPROVED GRND( 2"(j) S11JBQUT - - ROD ~ CLAMP ~I; ... NOTE: ALL HIRING SHALL CON ~ TO ALk-A~CA5LE STATE, LOCAL, ~ NAT'L. CODES. AtE6t.JC(5ffDUCTORS MIN. SIZE = #12 AHG INSUL. #12 CU GROUND CONDUCTORS ALL CKTS. .. ><:g (11) '\ ~I!J' l ~)l3) '1( 0 I It _ (j':\ v . S1-lPJ / ') lO I . / >~~~ POHer::; stee I ~ Prec.ost L1nte I Sc.hedu Ie POHers Steel Prec.ost/Prestressed Box LIntels c.onaete L1nte Is Tog C.leor L1nte I Nos, ~ SIze Hark Detail Reoor TYPE, FIlled = Rebar No. No. Preceo5t = PC F Pre5tressed ,; lX1f111 = B'x B' IBq:>. - Filled I - 115 PS I) IN LINTEL .Composlte = C LI 1'-6" 2'-10" L-I Detail E I - 115 PC I) NOT REGP L2 2'-2" 3'-6" L-2 Detail E I - 115 PC I) NOT REGP L3 2 '-,e. " 4'-0" L-3 Detail E I - 115 PC I) NOT REGP L4 3'-2' 4'-6" L-4 Detail E I - 115 PC I) NOT REGP L5 4'-0" 5'-4" L-5 Detail E 1 - 115 PC I) NOT REGP L6 4'-6" 5'-10" L-6 Detail E I - 115 PC I) NOT REG P L1 5'-2" 6'-6" L-1 Detail E I - 115 PC I) NOT REG P L8 0'-2" 1'-6" L.8 Detail E- I - 115 PC F I - 115 Lq 1'-0" 8'-4" L-q Detail E I - 115 PC F I - 115 L10 8'-0" '1'-4" L-IO Detail E I - 115 PC F I - 115 L11 '1'-2' 10'-6" L-II Detail E I - 115 PC F I - 115 L12 101-011 11'-4' L-12 Detail E I - 115 PC F 1-#5 L13 11'-2" 12'-6" L-13 Detail E I - 115 PC F I - 115 L14 !21-o\l 13'-4" L-14 Detail E I - 115 Pc. F 1-#5 L15 12'-8" 14'-0" L-15 Detail E 1 - 115 Pc. F I - #5 Lib 13'-4" 14'-8' L-16 Detail E I - 115 PS F I - 115 LI1 14'-0" 15'.4" L-11 Detail E I - 115 PS F I - 115 L18 16'-0" 11'-4" L-18 Detail E I - 115 PS F 1-#5 8"x 16" 16go. Co",\?051te - Filled 8"x 16' Prestressed - C.o",\?o5Ite L1q I,e. '-0 , 1~1_4" L-Iq Detail I I - 115 TOP Ib" PS-c. F I - 115 HB L20 18'-8" 20'-0" L-20 Detail I I - 115 TOP 16" PS-c. F I - 115 HB L21 20'-8" 221-0" L-21 Detail I I - 115 TOP 16" PS-c. F I - 115 HB L22 22'-8" 24'-0" L-22 Detail I I - 115 TOP 16" PS-c. F I - 115 HB L23 24'-0" 25'-4" L-23 Detail I I - #5 TOP N/A N/A N/A L24 26'-0' 21'-4" L-24 Detail I I - #5 TOP N/A N/A N/A L25 28'-0" 2'1'-4" L-25 Detail I I - #5 TOP N/A N/A N/A L26 30'-0' 31'-4" L-26 Detail I I - #5 TOP N/A N/A N/A Goroge Door L1nte Is Ll86 I 16'-0" 11'-4" I L-IB Detail I 11-II5TOP PS I F II - 115 HB L1'16 I I,e.'-o" 1'1'-4" L-Iq Detail 1 II - #5 TOP Ib" PS-c. I F II - 115 HB Goroge Door L1nte Is Hlth Bonus Room Above 8"x 24" 16ga. C.o",\?oslte - Filled ,e."x 24" Pre5tressed - Comp051te L100 I 10'-0" 11'-4" L-18 Detail K I' - #5 TOP 24" PS-c. I F II - 115 HB L1'1B I 18'-0" 1'1'-4" L.lq Detail K II - 115 TOP 24" PS-c. I F II - 115 HB ~ , ii> N Elec.tric.a I RIser Under~round REVl5ED 11~/2002 - J v U) -' ~ ~ ~ I I k~ i( '1 '_0" l SEE SECTION PeL FoR DETAILS E) . K ~ITE 'NCLJA:>ES , 0-:; RB3AR TOP . BOTTOM AREAS: LIVING 1st FL. Cl81 DESIGN LOADS: Pions Designed ond En21neered LIVING 2nd FL. IA21 In Aeeordonce Nlth FB 2001 Basic Hind Speed IIQMPH Sect. 1606, IIOHPH Boslc Nlnd Speed TOTAL LIVING 2AI4 Exposure Cotogor~: B I NT'ERPOLA TED FROM FBc. HI NO ZONE MAP BY SIGNATURE, THE HOMEOHNER/CLlENT IS INDICA TINe THAT THEY HAVE REVIENED AND Hlehael A. Robinson, P.E. Importonc.e Foetor: I FL 2e>311 APPROVED THESE PLANS AS "FINAL PLANS" - INCLUDING ANY ADDITIONAL CHANGES THAT GARAGE 510 HAVE BEEN MADE TO THIS COPY. THE HOMEOHNER/CLlENT HAS BEEN PROVIDED A COPY Internol Pressure Coef.: :!.18 OF THESE PLANS AS MARKED AND SIGNED. FRONT PORCH 148 Roof: LL 20PSF Jv\ Vl,l~ V\J- HOMEOHNER/CLI ENT SIDE PORCH 108 DL 10PSF MIN. SIGNATURE: living Neo: LL 40PSF BALCONY 148 DL i5PSF ~-(.-O\.l 60rage Slob: 50PSF MIN. Components ~ Cladding DATE: TOTAL: DeSIgn Nlnd Pressure (DNP): 3,328 POS./NEG.30PSF ~INDOWDOOR INSTALLATION: INSTALL HINDOHS AND DOORS FOR SPECIFIED DESIGN HIND LOAD PRESSURE PER F5G 2001 (CH. 10, 1101.4.1 ~ 1101.4.3) DESIGN HIND PRESSURE = 30PSF:t - VERIFY FOR INDIVIDUAL HINDONS/DOORS PER HIND ZONE LOCATIONS AND PER MANUFACTURER SPECIFICATIONS. INSTALLATION PER MFGR. SPECS. AND ENelNEERINe DHG, DETAILS (FURNISHED BY HINDOWDOOR MFGR) ';2 lJ) z \D ~ IJ) \fi I ill ~ ~ D \D IJ) lLJ Z L z IJ) ~ ~ ~ L D ~ 2 It lLJ 8 ~ ~ \D ..J Z <{ Z t ~ IJ) <{ lLJ \R It L ill D I: D D () ..J lLJ \) <{ D .. It ::{ ..J i=: <{ \) It 1= lLJ lLJ Z f- f- lLJ I 0: D ~ L ~'1 <{ 8 12 L o LL E o -U U) J \) ~ :{ () it :{ o ~ c: a- a it ~ ...c I:-- REVISIONS BY \!) Z II- 2lL ::>4:: ~(i :rD 'i. ZZ ~\!) LL- \S) ill D ~ -U -U ~ c: L J [() ~ () ill Z ~8 ~~ ~U ~~ Z~ ~~ ~m coZ o u DRAHN BY ~ r---- I t----- -WI ~I r--I \'1', 21 v V 1 ~ ~ '-I~I OJ If) .:g, ,OJ c~ If) I .'"' ,~~ ..c 1J dJ v. ~ ~'II~lm CL, LL w,-Dr I'f') W<y ::: v :n1J '0\ cirr, D-1 :rLL G D- DZ ," <{ <( WI' ~ v'l cd LL_:.L lLN<( V'Y-1 ~ a > U) ~ a () L ~ > a- U) # -U () -1 FHF CHECKED BY LHF 3/20/2004 DATE 3/15/2004 SCALE AS NOTED S+1EET OF 4 JOB No. BB4-0ClO S+1EETS C 3: ~ ~ ~'1:J - " ~ '0 O'S- '- c D-S! ~~ ,.; 0 c ~ '0 " "D.8 DD- _ ro '0 " > " Cl D 1l.~ D-~ DO ~ ~ ~'1:J roiJ' ~~ " ro 5 :i! D--'= " '}'. ~ ~ " ro ~~ ~~ - 0 ciS .J '- 0 Cl~ ........ ,~" c " ~:c =D- .) D '- ~I c: a lL _. cj , () :~I - 0 ~ (0 :::J'11)) L L C (0 ~v v= ~B -6 ~ s; ~~ ~ > 2 I)) C~ (0 ,~ -E E () () -w? CL- '" v \5.3 ~.( 5 \)~ C) C L () cj'1~ s; ~ ~~ J:\5 C \5- C:\5 v (0 :::J'1\5 L '" c:- C) 0 I))S v -WI E () (0 C \5 (0 - L ~ V - I)) E\5 2 ~ '-l- () (0.D L (0 v ~ I)).D C C)\5 - C ~ V (0 C E Cl i5~ a : "3 WI)) LS <=- 2:a ><5- C) L Ci\5 [L - [L\]\ <{~ L w::> [iLL <(~ \fiE F!:j~ 0'i 3: L~ C> II v [i..'!: : a ~I' ~ v a Z L LL L () o II -d. 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SPECIFICATIONS I I FOR MASONRY HALL OPENINGS IIOMPH BASIC HIND SPEED I I I I I I I I I I I i +--- ____6li=8=-n !8'-0" e Ie >, J * "I" 20-8-0 12-0-0 28-0-0 , --{.---k- I I I I I ~ f b'd i ca,", by 'c.[ conv. ~ , 01 -I -1l ~~ ~" ---------- -----~_._-- ~-~- -_.- ----- ~- -- ----- - --- ~-- - I ,- ~- ,~ - .. = .. - - -' C - -- n ,-.. ' n - - - - ;: - - ~ ~ - - - ~ ~ - - - - - - - .. .. - .. - .. .. .. .. .. :- I - - - - - - - - - - - - - - I ~h - I v~ "'i C' '<t Oc FG3 @ 0 ~ I ~ 'T I ~ ~ OJ f,-11-R 1 - -, '---- I -- - I.... i) 0-'-' --.. 'S! C 0 \)E =CL .J Cl L ~~ \fl \fl Z tlJ; Z \!) ~ , ' \!) 0'i I 0 0'i w Il.. 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II-~ ~ _ _ -1l~}1 ---:l I ~I- r<;;] I ':J = NOTE: PLUMBER TO VERIfY EI - C) LOCATION OF FIXllJRES Ilrl:-~ ~ IllsL~l_ Ii 1dfs"1 0 II . 4----JJ I I I I I 1_- ~ ~ o u ~ z Ii= 2lL "'<{ ~[i S:D JL zz ~~ LL - IS) w D ~ -' C) 7 r- I b ~ ~, \!) --' Z <( z t id \!) <( w 0'i [i :L w D :L D D () ....J W I) <( D '" [i - ~ <( ;t I) [i i= lLJ W Z f- f- lLJ I ~ D I) :L \fl ~ 8 [!i w\) 1:= C) JitlJ . .'" ct'" D..J :rlL C) D' DZ ;" <C <C W-r..J 'c.:!\?iw LL ',f. lLN<C C)'Y..J , C o 0 1):;:; , 8 UI~ = I) ~ ~ J"1 is! I- I- C ~ ~v Cl= ~B -5 ~ f: ~ ~ ~ :> Cl \i) ~ ~ c-':! Ci) 'j) :E E o 0 -w2 u.- => Cl 15.2 ~~ C . is'~ I- 8 cjl~ C C E ~ 2'6 "- c 15- CIJ IJ ~ ~1J I- => c- ~~ IJ -wi E 0 Ci) C 1J~ - I- ~ Cl - \i) Ev 2 15 "- 0 Ci)J:l I- ~ IJ ~ ~n Ov - C ~ Cl Ci) C ~ () D:g : :; W~ 1-- <C =' :LCl x~ C) I- !i1J CL ' CL\J1 <C~ I- W => !ilL <C---.: oJ)~ ~~ J, :r :L~ v" C) !i.'E : '0 wi ~ ~ E v \J Z l- lL >' " 60-8-0 Fin-R-n 1< >, ~ _I 'Y SLOPE -- = i C)! _, I C) -' N r-- -- ~~l ",I I ~ 1 , c ~. " ~..t ~. ,,' -- ',; _nO " ;: ": ;: - .. " c- " .. - - - .. .. - .. - = .. .. .: .. .. .. = - .. .. - .. .- - - - - .~ - - = - - - - - - - = - = - .. - - .. " - ~ - - - " - .. ~ - - <' <' .. C tr E ::Jro, ric e g' 4" iot ! ~ , i I ~ r= - ~ , 2 2x I~ ger L( " I , ~ u , " " " , - n 11 I L () ~ LL E a () > -u U) C J ~ U) a \) - -u .Y. 0... -u ~ ~ G c () c () ~ L J L a_ -u () ill ~ a It J.) > \J - a_ C ~ () \f) J () ill () J.) LL c a_ # a it -u () (\) -J ~ l- , I-t ~ I = F C)i I 71 F f- -N I=- -=- -=- -=- -=- -=- -=- -=- tlJ , o ~ 4" THK. CONCRETE SLAB-QN GRADE (MIN, 2,500PSI) Hl6 x 6 HI.4 x HI.4 HIRE MESH OYER MIN, 6 MIL VISGUEEN ON CLEAN, TERMITE TREATED fiLL, COMPACTED TO MIN. 2,500PSF, (FIBER MESH OPT J REBAR TO BE MIN, 60,000PSI RATED (fOUNDATION PLAN IS VALID AS SHOHN UNLESS ADDITIONAL FOUNDATION REQUIREMENTS ARE INDICATED IN SOILS TEST REPORT) o I I~ 'T N ~ F r I j' I I'f) F ~-L- I II II II II II II II ~ II r II II II I I i ~ -r-{. I I I I I 0 I ~ I I : I F I I ~ -r-t I I I I I I C) I ~ I I I I I F~ F~ I J - - - ------- - - TI- r-~ I I I t+1 I I I I I I I I ________~FI I ---------)b I ---------I-r 1'-<1" 8' "1'-0" ----- --- ------------------- tlJ -' ~ ~ o I CO I f") f") N _I 'Y I'f) -' r 10'-0" t -------:J ------- -- -~ -------:J ------- LOAD BEARING FOOTING .. o i o I ]OJ 1/2" ANCHOR BOLTS (MIN. EMBED = 1") OR 1/2"x 5" SllJD SLEEVE OR HEDGE ANCHORS @4'-Q" (TYP, @INTERIOR LD. BRNG. fTGSJ ~ -' r f- ----J ---- -. -~ ----J ---- o -' tlJ N 1?-n-n ?n-R-n ?R-n-n ~IC ;( J I: '", \' )l\~ EARING fOOTING \. r ll~''y / .\ /'V.t'- \1)">>\\ ,\ ~l'Q/JJ. 11/ /' \)\7 f '\ i) $) ~,.~ \ "'~ II \ 1- ~I\\j" _ {L'..lf~ 1\~ < {V\" 1 6\ "'hv . o}\, J Cc'lS-v NOTE: fOUNDATION CONTRACTOR TO VERIfY STEEL REINFORCEMENT LOCATIONS NEAR HINDOHS CLEAR HINDOH OPENINGS (VERIfY HI FLOOR PLAN) 60-8-0 I ~ I I'f) (~\\ . ~ I I I I I I I I L__ I II II I I I I I I I I I I ~F r i-rT 4'-1" I I 1- +-i I I I I I I I I Z ~8 ~~ ~U ~~ Z~ ~~ ~CfJ c:oZ o u o 7 9 tlJ -' tlJ -------------------------~ f-t-~ I I I I i I i ~ = i l _, . C) . "'I ~ . I. I +~-~~ F~ 8'-4" 8'-0" 8'-4" ~ C) _I ) iJ) ~ =======d===~======~ -D. LL'IJ oo\) \) 0-'-' E ~;Q ~o2 \) L CL 5~.'!? C'!;I) Cl O"'<i> :5 c :> \)v ~~ ~ Q-I,..I"L c""- D ~ OJ: 0.......:5 CcO O\)C -oJ'>:> -'-' C ' ~~~ .tv\) "CJ: C.s " 3-'-''' 'LC j:J::2 ",,"0 '0"\) \)~" CL CLv '$'1 X C .3 \) Cl _~oJ'> If; =>= ,,~~ Cl_1) l):J:v ," 'IJ c :> I):S ~~L ~-I) 'IJ-tv I) L 0 > a...::; 0" " L-~ CL"J: CLcg" ClOL C~C \) Cl C)", \l~";i) .n;=~ " ~ \J .t~ '\) cO ".2J: C CLc~ .2E~ CLOI LIl.. .'!?~<( ,r:: \)[):: "'0\[1 ..C<( ~2z () ~)-- z >D tlJ SECTION NUMBER~ SECTION 1'-<1" 1'-10" 24'-8" ~' 1/4" = 1'-0" PA6E NUMBER SECTION IS TAKEN FROM OR DETAIL IS DRAWN ON .~ -- .)<.. 33'-8" LLOCATE fOOTING DOHELS--{#5 HI 12" HOOK EACH END) @MAX, 10'-Q" SPACING @EXTERIOR fRAME HALLS. (TYP. HHERE SHOHN AS: F-) Foundation Plan DRAHN BY BUILDER TO VERIfY DIMENSIONS fOR LOCATION OF GIRDER TRUSSES HITH FINAL TRUSS ENGINEERING DRAWINGS FHF CHECKED BY 1/4" . 11-0" DATE 3/15/2004 SCALE AS NOTED NOTES: I. ~ f = fooTI N6 DOHEL ~ POURED CELL HlI #5 fROM SLAB TO BOND BEAM, DOWELS: _ClOo-IO" LG, HOOK - MIN. EMBED. 5" INTO 8" fOOTINGS AND 6" IN ALL OTHERS MIN. LAP @ VERTICAL HALL REINFORCEMENT:: 25" 2, fOUNDATION CONTRACTOR TO VERIfY LOCATIONS OF REINFORCEMENT NEAR OPENINGS (FLooRJFOUNDATION PLANS) 3, ALL EXTERIOR HALLS ARE ENGINEERED AS SHEAR HALLS SHEARHALLS fOR SIDE ~ ENDHALLS CONFORM TO MIN, DESIGN REQUIREMENTS OF FBC 2001 AND PROVISIONS OF THE NATIONAL CONCRETE MASONRY ASSOC. SPECIFICATION AND ACI 530 (BUILDING CODE REQUIREMENTS fOR MASONRY STRUCllJRES) 4, fOUNDATION PLAN IS VALID AS SHOHN UNLESS ADDITIONAL REQUIREMENTS ARE INDICATED ON SOILS TEST REPORT NOT AVAILABLE TO ENGINEER OF RECORD PRIOR TO THIS DESIGN DESIGN LOADS: Pions Designed and E~lneered In Accordanc.e Hlth F 2001 Boslc Hind Speed IIOHPH Sect. 1000, IIOMPH Basic Hlnd Speed ExposLire Cotogory: B INTERPOLATED FROM FBC NIND ZONE MAP Mlc.hoel A. RobInson, P.E. Importonc.e Foetor: I FL 28311 Internal PressLire Coef.: t.ib Roof: LL 20PSF DL 10PSF MiN. fA 0 I\...- living Area: LL 40PSF DL 15PSF 60roge Slob: 50PSF MIN. Components ~ CIClddlng Design Hind PressLire (DHP): POS./NEG. 30PSF SHEET Y11N1?OYV'DOOR I NSTALL.ATION: INSTALL HINDOHS AND DOORS FOR SPECIFIED DESI6N HIND LOAD PRESSURE PER FOC 2001 (CH. 16, 1101.4.1 ~ 1101.4.3) DESI6N HIND PRESSURE = 30PSf.t - VERIFY FOR INDIVIDUAL HINDOHS/DOORS PER HIND ZONE LOCATIONS AND PER MANUFACllJRER SPECIFICATIONS. INSTALLATION PER MFGR. SPECS. AND EN61NEERING D\I'.l6. DETAILS (FURNISHED BY HINDOHlDOOR MF6RJ 2 OF 4 SHEETS JOB No. BB4-0C10 C:\1-DWG\BURNETTE\BB4-090-BURNETTE-2.DWG, 8/5/20043:15:35 PM, F'NF CONNECTOR SCHEDULE SIMPSON USP stoc.k Nvrrber L..pllft stoc.k Nvrrber L..pltft H25 415 RTI 58>5 H3 455 RT3 4/5 H4 360 RT3 4/5 H6 <=115 RT20 1105 HIO <=105 RTI6 <=150 METAl 2 8>10 ETAI4 <=1<=15 METAl 4 1,240 ETAI6 1,245 HET A20 1,400 ET A20 1,145 ABlJ44 2,200 PAU44 2,240 ABU66 2(300 PAU66 2,350 OC4 <=18>0 PC-M44 1,3<=15 E3CAb <=18>0 PGM40 1,3<=15 PC46 1,410 PGM40 1,3<=15 LUS210-2 1,110 JJS210-2 1,<=100 LUS214-2 1,110 JUS2/4-2 1,<=100 FHA<=I 135 KFHN1 T30 MTSI2 IpOO MTWI2 1,055 LTSI2 TT5 LPTA 1,535 LTSI6 TT5 LTWI6 TT5 MBHA356/<=I25 2,<=130 NFMH34C125 \,250 LFTA 1,205 KLFTA 1,020 HI5 1(300 HD2X 1,415 HI6 1.000 RT22F 1,565 MeT 3,<165 HTT22 5,3/0 H6T-3 10,530 HU6T -3 'I ,TT 0 H6T-4 <=1,250 HU6T -4 <=I,TTO r:\ 1-f")W"\RIIRNFTTF\RR4-()q()-R1IRNFTTF-~f")W,, R/C;/?()()4 .~: 1 C;:4R PM FWF 2x4 BLOCKING- NAIL TO TOP OF BOTTOM CHORD OF 1st 2 1RUSSES @4'-0" SECTION MIN. 5/8" DRYHALL OR 1/2" CEILING BD. DIAPHRAGM SIMPSON METAI2 OR USP ET AI4 EA. END EA. 1RUSS FULL PERIMETER BOND BM. 8" CMU, 8" HIGH HlH*5 CONT. 25" LAP CORNER BARS 1/2" = 1'-0" SIMPSON METAI2 OR USP ETAI4 FULL PERI METER BOND BEAM 8" CMU, 8" HIGH HI 1-#5 I CONT. 25" LAP CORNER BARS DRYHALL PER SPEC. 1/2" GYPSUM OR 15/32" PL YHOOD CEILING DIAPHRAGM 2-2"x 10" BEAM ----#5 VERTICAL FROM SLAB TO BOND BEAM @POURED CELL (PER FOUNDATION PLAN) TOP OF HINDOH PER PLAN SOFFIT/FACIA PER SPEC. PER ELEV SIMPSON HTT22 BEAM CONNECTION -P.C. LINTEL-POUR FULL (USE #5 IF SPAN OVER 0') ALUM. FRAME HINDOH (SIZE PER PLAN) INSTALL PER MFGR. APPROVED DETAILS. HOLLOH CORE FIBERGLAS OR HOOD COLUMN 5/8"<t' THREADED ROD ~ -' " HINDOH SILL PER SPEC. P.C. CONC. SILL~ HALLS-8" HOLLOH CMU \'-' (RUNN I NG BOND) \ MINIMUM 2"x 8" P.T. LEDGER ATTACH TO MASONRY HITH 1/2"q, EXP. ANCHORS @2'-0" r MIN. 10" ENGINEERED FLOOR JOIST SYSTEM @MAX. 24" ViI 3/4" PL YHOOD DECK - MAX DEFLECTION RATING = 300 5/8"<t' COUPLER~ 3/4" T ~ G PL YHOOD HI FULL PERiMETER BOND BEAM HA TERPROOF 8" CMU K.O., 8" HIGH ViI 1-#5 COATING OR CONT. 25" LAP CORNER BARS- DIAPHRAGM L _ SLOPE ;.- r SIMPSON LU28 SIMPSON H3~ JOIST HANGER USP RT1 "- 2"x 8" FLOOR ISTS @Io M XIMUM SPACING 2"x 4" BLOCKING @24" AS REQ'D FOR CEILING 1/2" PL YHOOD OR OSB CEILlN6 DIAPHRAGM 2"x 8" P.T. LED6ER ATTACH TO MASONRY EXP. ANCHORS @24" P.C. LINTEL-POUR FULL (USE #5 IF SPAN OVER 0') TOP OF HINDOH PER PLAN #5 VERTICAL FROM SLAB TO BOND BEAM @POURED CELL (PER FOUNDATION PLAN) ., L [J:l D z 2 ~ LL a =:J D... ill 2 ~ '- '>t ZSJ , , u- a BP5/8 BEAM CONNECTION ~ , ::.. 2-2"x 12" BEAM ViI 3/4" PL YHOOD FLITCH BETHEEN MEMBERS. BREAK FLITCH @THRD. ROD LOCATIONS HOLLOH CORE STRUC1VRAL FIBERGLAS OR HOOD COLUMN LOCA TE PER FLOOR PLAN 5/8" SIMPSON HOLLOH COLUMN UPLIFT CONNECTOR. INSTALL PER SIMPSON CATALOG @EA. COL. ALUM. FRAME HINDOH (SI ZE PER PLAN) INSTALL PER MF6R. APPROVED DETAILS. 5/8" <t' THREADED ROD 5/8"<t' COUPLER ~ EMBED ROD PER ~ SIMPSON CATALOG HEADER BLOCK________ FINISH GRADE P.C. CONC. SILL\ FOOTING DOHELS: #5'S PER FDN. PLAN - EMBED 0" MIN. INTO FTG. ViI 10" (100 HOOK - LAP 25" @VERTICAL #5 ~ #5 FROM FOOT I NG TO SLAB-ViI 12" HOOK EA. END @EA. COLUMN 4" CONC. SLAB ~ HINDOH SILL PER SPEC, 4"x 4" C.O. HEADER \ BLOCK ''/.. MIN. 1/2" DRYHALL ON , I"x 2" P.T. FURRING MIN. R=5 INSULATION BETHEEN FURRI NG rHALL, BASE ~ FLOOR . FINISH PER SPEC. ~ , ::.. 10"x 20" FOOTING ViI 3-#5 CONT. (MIN. 25" LAP) S2 @IH 2 Stor~ Masonr~ ~a II PorcH <:And Balcon~ 10"X 20" Stem~all FootIng REVISED ~/I~/2004 SECTION 1/2" = 1'-0" SIMPSON H4 -------- . OR USP RT3 @END 1RUSS TO TO OU1RIG6ER CONNS. (TYP.) _______ROOF SHEATHING AIL OUTRIG6ERS TO 1RIJSSES DROP END 1RUSS 3-1/2" FOR 2"x 4" OU1RIGGERS @2'-0" (O'HANG PER ELEV.) II PREFABRICA TED HOOD 1RUSSES 2"x 4" BLOCKING 4'-0" ON TOP OF BOT. CHO~ 5/8" MIN. GYPSUM OR 1/2 CEILING BD. CEILlN6 DIAPHRAGM FULL PERI METER BOND BM 8" CMU, 8" HIGH HI 1-#5 CONT. 25" LAP CORNERS 15/32" PL YHOOD~ OR 1/2" 05.B. , SHEATHING-NAIL .1' 0" EDGES ~ INT, SIMPSON METAI2 OR USP ETAI4 (O/E) @EA. END ~ 4'-0" HIDTH OF GABLE END 1RUSS. E9 ~sum ceIIIn~ DIaphragm rect Truss 0 Masonr~ End~all ConnectIon REVISED 4/1/2003 SECTION 1/2" = 1'-0" ROOF I NG COMPONENTS (PER ROOFIN6 SPECIFICATIONS) ON ENGINEERED HOOD 1RUSSES @24". TRUSS MFGR. TO PROVIDE ENGINEERED 1RUSS DRAHING PACKA6E TO DYNAGRAPHICS FOR USE IN S1RUCllJRAL DESI6N VERIFICATION PRIOR TO FINAL PERMIT DRAHING ISSUE____ PER ELEY SOFFIT/ FASCIA PER SPEC. ,NSULATION PER SPEC, MIN. 5/8" RYHALL OR 1/2" SLG. BD. SIMPSON METAI2 OR USP ET AI4 EA. END EA. 1RUSS -FULL PERIMETER BOND BM. 8" CMU, 8" HIGH ViI 1-#5 CONT. 25" LAP CORNERS TOP OF HINDOH PER PLAN P.C, LINTEL-POUR FULL (USE #5 I F SPAN OVER 0') ALUM. FRAME HINDON (SIZE PER PLAN) INSTALL PER MFGR. SPEC. P.C. CONC. SILL FULL PERIMETER BOND BEAM 8" CMU K.O., B" HIGH ViI 1-#5 CONT. 25" LAP CORNER BARS 10" EN61NEERED FLOOR JOIST SYSTEM @Io" HI 3/4" H6 PL YHOOD DECKING (MAX. DEFLECTION RATING = 300 ~ -' JOiST HANGER: SIMPSON HM210 OR USP MPH210 TOP OF HINDOH PER PLAN P.C. LINTEL-POUR FULL (USE #5 IF SPAN OVER 0') ALUM. FRAME HINDOH (SIZE PER PLAN) INSTALL PER MFGR. SPEC. ., L en ~ 2 ~ LL a =:J D- ill g ~ ~ ZSJ I , u- a P.c, CONC, SILL #5 VERTICAL FROM SLAB TO BOND BEAM @POURED CELL (AS SHOHN ON FOUN- DATION PLAN) 8" HOLLOH cMU ViI MIN, 1/2" DRYHALL ON i I"x 2" P.T. FURRING : r INSULA TION PER SPEC. ~ FOOTIN6 DOHELS: #5"5 I' PER FDN. PLAN - EMBED II 0" MIN, INTO FT6. HI I 10" '100 HOOK - LAP 25" II @VERTICAL #5 . HALL, BASE ~ FLOOR r FINISH PER SPEC. ;.r :i t:- N ~H 2 stor~MaSOnr~ ~all <:11-4" 1st I - <:11-4 2nd FI 10"x 20" 5temlNall FootIng REVISED ~/2012004 SECTION 1/2" = 1'-0" DRY HALL PER SPEC. I DBL. TOP PLATE i i LI DRYHALL PER SPEC. . 2"x 4" STt.JD HALL @Io" I (OPTIONAL-2"x o"STt.JDS) P.T. BOTTOM PLATE ~ DBl. TOP PLATE DBl. SllJD ALL OPGS. USE 2-2"x 8" HEADER @OPGS. OVER 0'-0" SIMPSON H6 OR USP MTHI2 TRUSS TO BEAM MIN, 5/8'~RYHALJ.- CEILING. OPT. 1/2' ) PL YHOO OR OSB SOFFIT/ FASCIA PER SPEC. @ENDS OF 2-2"x 10" BMS, CONN, TO MASONRY HI: SIMPSON LUS210-2 OR USP JLJS210-2 SI MPSON BC4, OR USP PCM44 POST CAP NERIFY UPLIFT H/TRUSS DHGsJ 4"x 4" 6R. II P.T. PINE COL. z a i= <( > ill -I ill [i ill D... :i ~ N 2"x4" SllJD HALL @Io" P.T. BOTTOM PLATE ~ DBL. TOP PLATE. DBl SllJD ALL OPGS. USE 2-2"x 8" HEADER @OP6S. OVER 0'-0" ;.[ '>t I ::.. ZSJ 8"x 10" FOOTING HI 2-#5 CONT. (MIN. LAP 25") 4"x @ 4" ~ood Column REVISED ~/Iq/2002 SECTION 1/2" = 1'_0" ~ -' " 2'-0" 2-#5 CONT (MIN. 25" LAP) 2'-0" 1/2" ANCHOR BOLTS (OPT.: 1/2"x 5" STt.JD, SLEEVE OR HED6E ANCHORS) EA. SIDE OF ALL OPGS. ~ @4'-0" #5 FOOTING DOHEL Hl12" HOOK EA. END PER FDN, PLAN L ;'f 1- ::..z L ~ '>t S2 '>t 3/4" H6 PL YHQOD DECKING ON 10" PRE-ENG, FLOOR JOIST SYSTEM @Io", EXTEND TOP PLATES FOR TOP BEARIN6 ON LED6ER (MAX DEFLECTION RATIO = 300) J 20"x 10" FOOTING ViI (3)- #5 CONT, (MIN. 25" LAP) 1'-8>" QptlonClI Foottng2 ~/;,C: T~;?N ~ 2 Stor~ Intertor Load BearIng ~all REVISED 3/11!J/2004 SIMPSON H25 OR USP RT1 JOISTS TO LEDGER CONN. (OPT.: lod NAILS) 2"x 12" LEDGER ViI 1/2" EXPANSION ANCHORS @4'-0" Ledger ~I~~~ MINIMUM HEADSPACE~ <SUARDRAIL - TOP MIN. 42" INTERMEDIATE RAILS OR ORNAMENTAL PATlERN HilL NOT ALLON PASSA6E OF 4" SPHERE THRU ANY OPG. UP TO 34" A BOTTOM RAIL OR CURB HILL REJECT PASSA6E OF A 2" SPHERE. 1~ ~ LL a D... 2 1:) UJ -' > ~ 2 <( ill \) <( D... ~ <( ill I :i 5: OJ -' ,I:> ~ ~ ~ -' ..J LL :i LL W > 2 <( N '>t 2"x 2" P NDLES 111@ftllll LANDING TO BE MAX. " BELON INSIDE FLOOR LEVEL ~ DETAIL REFERENCES: FBC 10015 (PLUS EXC, I): HANDRAILS, 1001.1: HEADROOM 1015.1.2: <SUARDRAIL HT., 1015.1.2: 6UARDRAIL OP6S, 1008.2: HANDRAIU<SUARDRAIL DESI6N .$ CONST. 1012.1.0: LANDINGS, 1020.5: <SUARDRAILS (RESIDENTIAL) FBC 1001.3.1: THE SUM OF 2 RISERS .$ I TREAD (EXCLUSIVE OF I" NOSING) is NOT LESS WAN 24" AND NOT MORE WAN 25". ('1-1/4" + 1-3/4" + 1-3/4" = 24-3/4") HANDRAILlN6 @STAIRS NOT REQ'D HHEN LESS THAN 4 RISERS ~R Handratl and Guardrail Details REVISED ~/I~/2002 DETAIL ~INDOWDOOR INSTALLATION:" INSTALL HINDOHS AND DOORS FOR SPECIFIED DESIGN HIND LOAD PRESSURE PER FBC 2001 (CH. 10, 1101.4.1 ~ 1101.4.3) DESIGN HIND PRESSURE = 30PSF:t - VERIFY FOR INDIVIDUAL HINDOHS/DOORS PER HIND ZONE LOCATIONS AND PER MANUFACTt.JRER SPECIFICATIONS. INSTALLATION PER MF6R. SPECS. AND ENGINEERING DHG. DETAILS (FURNiSHED BY HINDOHlDOOR MFGRJ 1/2" = 1'-0" t i I i z a i= <( ~I -Ii Wi [ii W! D...i I z () i= <( > W -.J W [i W D... '>t ~ 1/2" A.B. @4'-0" ~ CORNERS HlMIN. 0" EMBED. OPTIONAL- 1/2"x 3-1/2" STt.JD, SLEEVE OR HEDGE ANCHORS ROOFING SPECIFICATIONS: I. ROOFING COMPONENTS SHALL CONFORM TO FBC 2001 SECTION 1501 MATERIAL AND INSTALLATION REQUIREMENTS FOR THE BASIC HIND SPEED SHOHN IN THE DESI6N LOADS. SHINGLES SHALL MEET ALL REQUIREMENTS OF ASTM D3101 (INSTALLATION METHODS, FASTENERS AND MATERIALS) PROOF OF COMPLIANCE SHALL BE PROVIDED AT THE JOB SITE FOR ROOFIN6 INSPECTIONS. 2. ROOFING TO BE INSTALLED ON PRE-ENGINEERED HOOD 1RUSS SYSTEM 24" (UNLESS OTHERWISE SPECIFIED) 3. ROOF S1RUCTt.JRAL PANELS: MIN. 15/32" PL YHOOD OR 1/2" 05.5. H/8d COMMON NAILS @o" EDGES AND 0" INTERMEDIATE. 4. UNDERLAYMENT: 15lB FELTON ROOF DECKING PER ASTM D220 TYPE I OR ASTM D480'1 TYPE I. (ROOF SLOPES OF 2:12 - 4:12 REQUIRE 2 LAYERS OF UNDERLAYMENT). 5. METAL ROOFING SHALL COMPLY H/FSC 2001 1501.5.3 ~ TABLE 1501.5.3 (AS REQUIRED) o. FLASHING SHALL COMPLY HITH FBC 1501.3.'1 1. DRIP ED6E SHALL COMPLY HITH FBC 2001 1501.3.'1.3 8, CRICKETS SHALL COMPL'( HITH FBC 2001 1501.3.'1.4 DESIGN LOADS: 5051c HInd Speed IIOMPH Exposvre cotogorlj: B ImportClnce Fodor: I Internal Pressure Coer.: :t,Ie> Plans DeSigned and Enqlneered In Accordonce Hlth FBG 2001 Sed. 1000, IIOHPH 50slc Hlnd Speed i NTERPOLA TED FROM FBC HI NO ZONE MAP Mlc.hoel A. Robinson, P.E. FL 2e>311 Roof: LL 20PSF DL 10PSF MIN. L!vlng Areo: LL 40PSF DL 15PSF 60rage Slob, 50PSF MIN. Components ~ Cladding Design Hlnd Pressure (DHP): POS./NEG. 30PSF fJ\0t--- /" REVISIONS BY t- i .'-. U1 U1 Z ~ ::2 It! iJi 6: iJi lJ.J 0( lJ.J D QC D \j) It! lJ.J ~ \D L: z z () z _ :f I ':!:! 5 ~ ~ ~ ~ ~ \j) -l Z 0( z t ~ \D 0( u.J ~- QC L: D L: D 0 -l lJ.J I) ~ 9 ... ~ <( -J. I) QC i= ~ ~ z I 0: iJS I) L: - ~ 8 ~ rl I'll a () -lJl ~'>t , i "I'll lJllJl ~, clJ I'IlI ~ ,~ I:> clJ~ G uJ ;. L ~ X = d I<(EI: D... LL ill v \D z :ri= 21.L ~<:{ ~[i 3:D 2Z ~\D lL- Ij) ill D I'll fllv ::: a ~OJ . I'll [ii'll D-.J s:LL a D' DZ .. <( <( illI-.J ~JiW LL '::L LL0i<( a " _J @j ~sum CerlIng DIaphragm o SIde~all c::,onnectlon REVISED ~/24/2003 SIMPSON H2.5 OR USP RT1 @EA STt.JD TO TOP AND BOT, PLATE CONN. (OPTIONAL ViI 15/32" SIDING NAILED TO TOP AND BOT. PLATES @o") rNOT REQ'D IF NO UPLIFT FOR ROOF / ]-Russ SYSTEM REQUIRED @THIS HALL MIN. 10" ENGINEERED FLOOR = r, JOIST SYSTEM @MAX. 24" HI '>t ~ 3/4" PL YHOOD DECKIN6 - MIN. ='-1 L: DEFLECTION RATING = 300 +-'-- i I i I I I I SIMPSON H2.5 OR USP RT1 @EA STt.JD TO TOP AND BOT, PLATE CONN. (OPTIONAL HI 15/32" SIDING NAILED TO TOP AND BOT, PLATES @o") tNOT REQ'D IF NO UPLIFT FOR ROOF 1RUSS SYSTEM REQUIRED @THIS HALL 1/2" A.B. @4'-0" ~ CORNERS H/MIN. 0" EMBED, OPTIONAL- S llJD , SLEEVE OR HED6E ANCHORS-MIN. 1/2" x 5") L () (\) LL E a () > U) -U U) a J (\) U) \) -U -U ~ (\) -U ~ ~ a D c 0 ~ L ~ :J L () (1) (\) U) It J.) > c - () .- ~ () \f) -U () (1) \l J.) (\) c \f) .- # a It -U () ~ -1 -C t- Z ~8 ~~ ~U ~~ Z~ ~~ ~lf2 cqZ o u DRAWN BY FHF CHECKED BY SDF 3/20/2004 DATE 3/15/2004 SCALE AS NOTED SHEET 3 OF 4 SHEETS JOB No. BB4-0C10 3' '- !J 2-0 - ~ ~ 0 o ~ '- " D...Q .t-D.. ~o " \) -2 ~ :2 a D.. - <\) o " > " 00 '- ~ D..<\) D..~ 00 ~ ~ ~"IJ \)<J\ i'i~ - '- "., \) " <\) &.~ "., '7. ~ t i:~ '- <\) ~~ _ E - 0 iB " I... 0 0"'"' -l-l <D " " \)1" =D.. ~\: ~.. f- 0 " :z:6 , c = 0 clJ:;:; " 8 \11:;:: ='0 ~ ~ :::l"1\11 L L I: ~ ~v \l= 6B s:. L v ~ .f: ~~ ~ > \l \11 'l) ~ I:.'::! ~ \11 :5 E o 01 -w 2 Cl...- ::> G v.2 ~~ ~ oi o I: L 0 0'1~ .f: ~ ~E LV 4- I: v- I:v G ~ :::l"1lJ L :> ~0 \I1.f: \l -WI E 0 i\) I: ~~ ~ Q - \11 Ev 2 ~ 4- 0 i\)i:l L i\) \l 8 ~i:l OlJ - c ~ G i\) I: E 0 is:;:; \l : :; W ~ f-- <( =' L G X :r at' [ilJ D... ' D...CJl <(t L ill :> [iLL <(--: i.lll! ~H~ \:R :r L~ a " a [i.!!! : a wi ~ f- E () G Z L LL <::I. I... I... \l OS5l ~ ~;Q o~-€ .;: () '- \) I... 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"C+' . ~ I='il, ~--.::S. "-. ... .," ..t- -~ ~,.'C =d::"';', - - - - "':'=':"'---=== ) _.... .- ...". -,. . ..C:' ...."' - =-- '" - - - - - - == ~- ~ ::c .,:,~. dJ :::=..=';' ~-.::i::: .; I' ;j" .:.,.. (F I ElD VERIFY) Front Elevation 114" =- 11-0' ~INDOW1?OOR INSTALLATION: INSTALL HINDOHS AND DOORS FOR SPECIFIED DESIGN HIND LOAD PRESSURE PER FBG 2001 eCHo Ib, 1/01.4.1 ~ 1/01.4.3) DESIGN HIND PRESSURE;: 30PSF:t - VERIFY FOR INDIVIDUAL HINDOHS/DOORS PER HIND ZONE LOCATIONS AND PER MANUFACllJRER SPECIFICATIONS. INSTALLATION PER MFGR. SPECS. AND ENGINEERINe DHG. DETAILS (FURNISHED BY HINDOYVDOOR MFGRJ DESI6N LOADS: Plans Designed and EB2lneered In Accordance Hith F 2001 BoSIc. Hind Speed IIOMPH Sect. 1606, IIOMPH Basic. Hind Speed Exposvre Cata9or~: B I NTERPOLA TED FROM FBG WI NO ZONE MAP Michael A. Robinson, P.E. BY SIGNAllJRE, THE HOMEOHNER!CLlENT IS INDICATING THAT THEY HAVE REYIEHED AND Importance Factor: I FL 2e>311 APPROVED THESE PLANS AS "FINAL PLANS" - INCLUDING ANY ADDITIONAL CHANGES THAT HAVE BEEN MADE TO THIS COP'(: THE HOMEOHNER/CLlENT HAS BEEN PROVIDED A COP'( Internal Pressure Coef.: :t.le> OF THESE PLANS AS MARKED AND SIGNED. Roof: LL 20PSF HOMEOHNER/CLIENT DL 10PSF MIN. ~~~. SIGNATURE: LIving Area: LL 40PSF DL 15PSF 6aroge Slob: 50PSF MIN. Components ~ Cladding DATE: DeSign Hind Pressure (DHP) , POS ./NE6. 30PSF cO :J: '- 0 2~ -oj'> ~ 0 o oj'> '- c 0..9 ~: ;i 0 c ~ .2~ 0.0 at.. - ~ o v > " o Cl t~ 0..... o 0 '- c o ~ ~':::l ~ Cl" ::5'>; - '- oj'> ~ c ~ ~s; oJ'>Cl" ~ c '- ~ !!!2l '- OJ ~- ':::lQ - E - 0 iB " '- a a.... .... oj'> c " ~E =Q 0Cl '- ~~ / REVISIONS BY '\ .'-.. ./ ~ Ij') z \Jj \) \D \fi I ~ ~ ~ ~ ~ ~ I or i! L ~ it ~ ~ ~ I) <{ <{ ~ i. f= ~ Z LL \D ~ llJ \fi L llJ Cl L Cl Cl 8 ~ Q .. ~ <{ .J <{ I) [l f= ~ ~ Z llJ I ~ Cl I) L ~ [l () <{ I) ~ (J) C,) .~ ~ r-1'I'i v v - lI\ ,0 't , , IYI'I'i lI\lI\ 6J6J , I I'I'iI'l'i ~~ \D Z II- I)LL f-<( ~li XD 'l.. zZ ~\D LL- \J) w D I'I'i W f-IY - v ~6J .1'I'i [iN'\ D.J :rLL v6 DZ .. -i:: -i:: WI.J ~01W LL ':L LL('\j-i:: VIY.J L ~ () lL G E > () ~ -I-l 0) -I-l 0) 0) J -I-l .Y. c \) ~ 0 () c i"" L C) -I-l J G ill L > :{ ~ ~ () ~ > - ~ () - W .- c ill \S) .- 0 it # ~ -I-l () --C -1 l- Z ~8 E-iE-i E-iU ~~ Z~ ~E-i ~cn c:qZ o U DRAHN BY FHF CHECKED BY LHF 3/20/2004 DATE 3/18/2004 SCALE AS NOTED SHEET 4 OF 4 SHEETS JOB No. BB4-0'10 I @ <J) . 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CARRIER SPLIT HEAT PUMP . .. -- AIR HANDLER MARK: AHU UNIT MODEL NUMBER: FX4BNB048000 SUPPL Y FAN CFM / SP : 1600/.40 OUTDOOR AIR CFM: 0 SUPPL Y FAN HP: 3/4 UNIT VOLTAGE: 208/230/1/60 UNIT DIMEN HWD: 54x21x22 UNIT WEIGHT: 172 HEATSTRIP KW: 10 HEATSTRIP VOLTAGE: 230/1/60 ~'--':'''''-''''''''''--'._'''''- - ~ . . CONDENSER MARK: CU UNIT MODEL NUMBER: '38EYG048-3 UNIT VOLTAGE: 208/230/1/60 UNIT MCA / BREAKER: 27/40 UNIT DIMEN HWD: 40x30x30 UNIT WEIGHT: 202 ~"'-~ " . . TOTAL COOLING BTUH: 45,000 . SENS, COOLING BTUH: 35,800 . TOTAL HEATING STUH: 47,000 SEER / HSPF 12.0/8,0 THERMOSTAT MODEL: -,'- .., - .. "I......'" 7r~ rL ___~III[: .-----.----...-7.....---- -.-.,.-,----- I~\ 0 1~10 F..q=[. 0 lr;( Z /if f!g) (Q: A 1~)(8/...~iIJO> 8"~ @) Il.l( t.ll.~> ItvO ! , : -1 J \ , I \ , , I I i I I \ lJ i I ! I \ ti1 I ! . I I i I i r-1 ! l______ , i -----------.-,-.--...-.--- \ If ~&_ __ 1--] IOX0L.M 80 ? I 't-. X I ~ P..11l~:: BED~ _.'~':':=-:-::--=-_.. - -,:==:-:.-=- - \ 7''r) /-)Cl P/tT! 1 ~lll. I lJ/ ~ i I rr I ! i I I . I \ ' , I i r I '\.-....,'0 HVAC NOTES / SYMBOLS LL CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES A.~O THE ST ATE ENERGY COOE. OBTAIN REQUIRED PERMITS AND INSPECTlONS. THE MECHANICAL INSTALLER TO VERIFY ALL CLEARANCES AND ACCESS SPACE BEFORE FABRICATlON OR 1.~STAlLATlON OF ANY HVAC WORK. INSTAll HVAC EQUIPMENT PER MANUFACTURERS RECOMMENDATION. DUCT BOARD EQUAL TO KNAUF 11/2", R'&,INSTALLED PER M~UFACTURERS INSTRUCTIONS. FLEXIBLE DUCTWORK EQUAL TO ATCO 76, R.6, CLASS 1 AJR DUCT, SEAL ALL DUCTWORK PER U1151P, PROV1DE A FiRE STAT IN THE RETURN AiR PLENUM OF ALL AIR HANDliNG UNITS. MOUNT THERMOSTAT 60" ABOVE FLOOR. CO.~DENATE DRAlN LINES TO SPILL ON GRASS. G.C, TO PROVIDE UNDER SLAB ORAlNS, CHASES, AND AIR HANDLER PLATFORMS. ~ EXHAUST ~ EXl-IAUST \f7 ",," FAN V"FAN.lIGHT \:I "THERMOSTAT /'-.. . AIR MIXING SOX ~- 12)(17X17 HEIGHT .. 8,1 D-= AiR MIXING SOX ~" 14XlbX16X12 HEIGHT . A -.:: 13/1 (:) = 15/1 c.. .;:: 1(.;''/ G ;;:;: I h." F' ;; I~IJ (;; :.::. 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