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HomeMy WebLinkAboutBIN A-2 PERMIT 6117 r~{~~~.g;~;... ~>t ~~;~: ~~~~'~"l~ ":"q,,~ ,'~ ':--;, : " .~> -l." .,.~" <,')......-CI ~ '.". " tirl~.:'~ '.t. '" '., t. F'tlll-, ~ '~" F" , . i ~ I. .:' f:~~~....~'~ ,.~ ;., ',.:"" ~<~~ r.... V. , " , ~/~:c~ ~ .' ~' J.I'-. ( . f ~ ,.'.' ~. .' ii;~~~:r~ :.~. ~ . 'f""'" '..', ~~".i€ " ~;,}~ ("to- Jo#<,:: " ~~.~,.(~},'.5~:: >;'" ~. !.\iJ- . ~ ... . "'", . ,." " ~{'~ :: ' ~ '1~~'{, i . ~f ~~ir~}f;f ' ~.i~~', ~ .~'.~ . ~,r, ~;':, :' '. ".~.~> , "f' ~ :' f 1" t', , " , . . ,"""-' ,- ~} ~ '-. T.,} -\0 ,. . ~'. '. , ~ ,~ . ; ~ ~\!'.~~~ -t .~"< ~-... ~\.. '." . ,..... '" . I. '.' ....:" '., .... '- '.>',' . " ,'~ '. .:..;- ":-':. ~ ~, 1 , , , ' \' -, i" ,~ < . " , ~ '" ....J , .,'1 ..,~ - 'i " J ? ,- '.. , ":".. ,. Jr....., '. r.,'" :. " 4 '1 .. \ ., I - ~{D6E VE~r ,. . " -- ""--"- ," F'(iCGE VENT , . . 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PLANS REVIEWED OA-fE CJ'-;)Y- f (f; BUILDING OEPT, APPROVEO ~a- ., ::!_:~::::.." \:;;1 ,',~':::~:~~'il' ~~:, < :'~~:/ ~ : ,~ ,. " " .; , t( ~ ,/ F'(IO~5 VENT c~ [" ~ -I ,~/ _J ;1 i i I __J " I j .....---J ~ ;,~ .~t.j . _ ---J --......--...--~~.y- EL..=y~rfON - " KENNETH C. ZECHlEL.' PE CONSUL TING ENGINEER 8766 EtARCIN CI~CLe:. , ~. " , ',.' . ~ t' ." ' ., :RtVERVI.EW.;,;:FL 3.}06~:""'~~5()., ' ~ ..~. ,.~ ~. " .1 l. ~4 ~ ."' ..: ..~ ~ \ ! '$-; ~ 1; \' ":. \, :'.........,. .- , " ...-.. " ' ..-t"' ., '. " ." ~. ,_.: o!'" _ 'j;' : !; ; '~\;: '., , "~. >:: ", \' ~ . -; , ... ,'. ' '>. ,..,...,,,,,.1 ""'...?' ""~ \~,. i' '. ... r~1 - ~ ~;~.:'~": '"~ _..' <.....~ ,- :.' , I. ~. ''\ 1 ." '~, ',-." <'1:.'-.' ", ',-:' j' .... ; }'-'\1 l{ ~.;<~.'./.~ '.:;;,.Ya~ :. .''\( .; - ~', .' ;1'/ "'1~{ ;.."t/~~ ~'~" . ';. ; ~" !:\h- '?0rm~ 1 f~ ,:e)) a~:,_~tiJ ' , :\it;~f,?tifJ1: ~:l"'. t,.:! _.......~~:+~ . " :::~'";,c:, ~~"~ , :.' -".', ',' ',' .- -' ;>i ~. 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I -~"!.. v I 2")( 4" @ 0'-0" O.C -- 'SET ON TRUSS 80TTO.A CHORD ---====~---~.:....=-::.=~~~~~~~-~~, {" lRUSS TOrAI_ \J.tjGTri 49' TO 52' 44' TO 48' 41' TO 44' 37' TO 40' 27' TO 36' 2t' TO 26' 18' TO 23' o TO 1 7' _NOTE:_eE.NO OR }j1L ,-,UONC, RT 24 1.359# 12" RT 22 1,.359# 1'" RT 20 1,20311 10" RT 18 1.057 Ii 9" RT 16 9C611 13" RT 14 755# 7" RT 10 60511 5" R7 8 453# 4" T~ST TH~ ~~ CQNr TRljS~.JOT AL LENGHi .3 7' TO 40' 27' TO ~6' o TO 26' ALL CONNECTORS SIZE' IN CON~ (2j RT 182,1141 9" (2 RT '6~812# 8" (2 RT 1415101 -r BY HUGHES FOR Sl~PSON .... N a.. w ~ , ':(I , '.0 TRUSS HURF~ICANE ANCHQRS Glt~DER HUr~RjCANE ANCHORS '>- <0 EOUAl, SEE SHEET $1 .~ c( ~ {) . v I ".n I") t ,-- ----------- --I ---- - NOTE: AL.L 1/2" cox PL '(WOOD TO BE NAILED 4" ~.C. E~O$ A~" ~. o.c, Flew UNLe:.$ Nomo I -----------..----- - ~' b.. :$ t:) ~ ~ <o~ ~(I)' ,~~ ~.N J " Q3t'.O . Qo Q') . II) "" 1-'- I ' ~;.'" ~ (\~ ~~ ~"- ..... v I I o I 'j) '" --------------- ~-------=--'"'-~- nvo TRuSSES 'vVlTH 2"x 4" (N/ HCCPi.. CLIPS EACH STUD) '9 24" O.C. DIVlDER i='1r-.;IS~'ED WDTH '$ 6-1/2" (TYPiCA:") TRU&~ M,,\NUFACTURER TO FROVIDE 6[GNE:D AND SEALED TRUSS, D~WIN~S INCLUDING BRACfNG DET AILo. = t;t ,.- Ul ~ ~. INDiCA rES ROOF OiAPHRAG~. NAIL 1/2" CDX PLYWOOD .3" O.c. EDGES. 6" ON FIELD. SUPPOR r AU_ EDGES IN SHADED AREA WITH A MINIMUM OF 2"x 4" ~ t::.: b ......... dil ~ ~ (I)' ~ ~"-' ~ "~tj", A ~~-. ~~~~. I ~l}!';. ~ ~~~. ,1.' ~~~~' t-iQC4 . . ~ -4~ .~ , .~;s I ~ J~~~~~. ~ A~~~ ~2!Q,~ r' ,~~e~ ~~~ =F '<~~ '" ~. '" Q . ~ t:) . "" ' . ~ 8, ~ S) .~ ~ () V') ,.":4 ~. ~ >',~ TWO TRUSS S WITH 2")( 4" (\~/ HCDPl CUPS EAC' STUD) @ 24" 0 C DIVIDER f':N1SHED OTH IS 6-1/2" (TYPICAL) 2")( 4",~ 6'-0" SET ON TRUSS BOTTC~ CHORD .C I o I '0 .- ~-<:..~ ) \. F= \ \ "\, UPUFT HC-10'S . '<t I oli") -----._,,~ --.---- ---- t... ~ '1: ~ t) ~ ---.;1 I t I ,.- I r4lr:CAc;. - ~ "6".. a 1.1 1 I (-- t.____J .... -..... - 9'-8" -. - ., it y.. I I I- I I I ,- I I ,- I I 31'-4" 11'-4 9'-4" . I 'F---'1--~--~-----t, _ 4 F~II-- . o I 'v (',j - ....- , o ! . ~ N ---v--, : BEARING WALL :::- tQ. LU J-- (j) lU z "lL ~ ([ ~ " ill LU <.J) ~ 0 ::t {l -- - --.-.; --- r - - - - -- -- - I I I I .' '(.' I 22'~9'L .___ I '-:, ---'~ I " " '0" ," . , . ------- '!L-~- I ,: < ,-. .~ -< f~+A~~:} I ' ! I l ! t ,- t . ~ ;0 O' t= ..---. F'L.AN -. - . -; .. ' ;~ .... . . KENNE TH C. 2ECHIEL, J?E CONSUL TING ENGINEER. 8766 BARCIN CIRCL.E, RtVERVlEW. f~'-..~J3569~49,5,O'. 1 ~~ uq'1' ~ ' ...~ ~' ,', t J e " ~- ~'f'I - -y------ r ~-y- -..-- ''1 ,y .. "'pilI)"""'" ...........-- ~ "'" ~ , ...~~ , "I " '" ~ ~ ~ ~~) ,J-~ '." '. " ., . . /,' ;... , J ..... ~, ~';.\ ~i.. .'....1 " . ~', "<~~.)';: ,::,<.:?...; . "": t~::... . tJ=' f* , , , I I I I I , ~__Q.. __.9 . (Q , ltl I ~ - N ~ I U) i'~11-~2' ~~~. 1-5/S- J, PRE CAST CONCRETE REINFORCINC, SCHEDUl.E AND LOAD CAPACITIES ~ ""<I TOP lec, BARS !t= ~ , I I I I I I I 'p ......_J___J - '1/'32. PLAIN S'T1RRUPS (POSTIONERS) -i'-O. O.C. TIED OR UJELoeo - :2 STRANDS. 1/"-, 1 WIRE STRESS RELIEVED 150 K:3~ PRE-STRE5~NC, CABLE 1/3:l"RD. PLAIN BAR. ~ACH 1/32"RD. PLAIN BAR EACH lEG UP TO I-+'-S. LENC,TH5 3/S'RD. REBAP. EACH LEG OVER li'-S" LENC, THS 1/32- STIRRUPS "f'-O' O.C. LENG rHS OVER I-+'-S- TIED OR UJELDKO - 'A' BARS (MAIN REINFJ SEE SCHEDULE '6' BARS SEE SCHEDULE J , , , I J , , 01. / --- - (Q , IJl I r - 'A' BARS PER SCHE!DULE L/s. 1 PRE STRESSED CONCTETE TYPICAL LINTEL SECTrONS THIS DRAWING IS THE SOLE PROPERTY Of ~EN ZECHIEl, PA" ANYONE USING THIS DRAWING WITHOUT WRITrEN PER"ISSION Of OWNER WIll BE PROSECUTED. -..., T....... _ RI:INFORCINC, SCHEDULE AND LOAD CAPACITIES r s t u v w x y z aa ab ac t~ ad ae at ag ." - , '..' . . LINTEL" CLEAR 'A' LENC,TH SPAN 5(; .- h I-+'-S" 13'--+- NON i 15'--+" 1-+'- 0- NO J 11'--+. 1,'-0" #iR k 1"'--+- IS'-O. 2-1 20'-0- IS'-S. 2..... 22' -0. :20'-S. :2-~ 2i'-0" :22'-8" :2-~5 BAR HEOULE HAX. SAFE LOAD LINTEL ONL 550 I/Pi, '50 #/FT. 510 11FT. 500 #/FT. -+:25 #/FT. 380 #/PT. 320 11FT. SAFE LOAD ON OMP _9ITE I.'tOO 41FT. 1.810 11FT. 1.580 I/PT. I.-10Q I/Fi. I.iV(j 11FT. ')2:20 41FT. I 20 11FT. . a a a a am an ao C NE D. BARS 5RO. BARS 5RD. BARS S~O. BARt> RD. BARS ""'-." ,'-' < ~ I-#SRD. BAR CONTINOUS CuNC. KNOCKOUT BLOCK CeLLS AND 'U' LINTEL FILLED W/CONC. tlSOO PSI AT 2S DAYS) peR CA5T 'ti' BLOCK (SEE DETAIL) I-tRD. BAR ADDEO THRU 'u' LINTeL TO SUPPORTS IN SPANS GREATER THAN 12'-0" . (Q , LO I LO Sfi:CIFICA TIONS I. BAR STEEL SHALL BE MIN. GRADE 10. DEFORMED EXCEPT UJHERE PLAIN BARS (HOOKED f=OR BONO ANCHORAGE) ARE SPECIFICALLY PERMITED. :2. CONCRETE IN PRECAST MEHBERS TO BE MIN. -1000 PSI AT :2S DAYS. COMPOSITE LfN TEL SECTION Can De In.tanN Oil Exlatklg Slab. HCS HeDPL Hurricane Clip Hurricane Clip Double Top Plate 520# Uplift 520# Uplift 350# Parallel to Plate 250# Parallel to Plate 250# Perpendicular to Plate 160# Perpendicular to Plate SCHEDULE HC 20 UR Large Hurricane lie 1250# Uplift 625# Parallel to Plate NAILING LEDGER STRIP SOLE; PL. TO JOIST OR BLK'G-FACE NAIL TOP OR SOLE PL. TO STUD-END NAIL STUD' TO SOLE PL.-TOE NAIL DBL. STUDS-FACE NAIL DBL. TOP PLATES-FACE NAIL COr4 f[NUOUS HD'R TWO PLACES CONTINUOUS HD'R TO STUD-Toe NAIL IXS SHEA THINC, OR LESS TO EA. BRN'C,-FACE NAIL OVER IXS SHEA THINC, TO EA. BRN'G-FACE NAIL BUILT UP CORNER STUDS BUlL T UP GIRDERS AND BH'S UP TO TRUSS MEMBERS 1/2- GYPSUH SHEATHING 5/S. C,YPSUH SHEATHINC, C,YPSUN C,YPSUM UJALLBO'S 1/2- 5/S" HARDBD. LAP 5IDINC,-DIRECT TO STUD HARDBD. (AP ~~NG OVERSHEATHNC, HARDBD. PANEL SIDINC, DIRECT TO STUDS HARDBD, PANEL SIDING OVE"SHEATHING · Material: 7 gauge (2116-) H. A. ~teel · 314. diameter bolts requiro<.i · Used where heavy desigt" loads and uplift are required · saccI Compliance Report No, 9142 · Dada County Approval No. 91-0719,8(90) · HSU 100 saccI PST&ESI No, 9408 HeOPL Hurricane Clip Doub!e Top Plate 520# Uplift 250# Parallel to Plate 160# Perpendicular to Plate ((.d I'd "d Sd I'd I'd "d Sd Sd 8d I'd 20d 3 It t:A. JOIST "" O.C. 2 1 21" O.C. I'" or;. ". O.C. ALONC, EA EDGE 3 :2 2 :24" O.C. 32" O.C. It TOP AND BOTT, AND 2 E~l;)S It EA. SPLICE A8 STAGGERED II CIA 1-1/2. GALVV. 1/1'- HD. II GA. 1-3/4" GALV. 1/"" HD. 1-3/S" DRYUJALL NAIL 1-1/2" DRYUJALL NAIL Sd CORROSION RESISTANT WI MIN. SHANK DIA. OF .O'l"" AND A MIN HD. DIA. OF .:2-+" '" O~ CL'C, S" ON UJALLS IS- O.C. " TOP AND BOTTOM EDGES IOd CORRORSrON RESISTANT W/MIN. SHANK DIA. OF .O'l'l- AND A MIN. HD. DIA. OF .:2-i0" 8d CORROSION RESISTANT W/MIN. SHANK DIA. OF .0"2" AND A MIN. HD. DIA. OF .22S. Sd CORROSrON REStST ANT W/HIN. SHANK OlA. OF .0<<l2- AND A NIN. HD. DIA. OF .22S. IS- O.C. It TOP AND BOTTOH EDGES '" O.C. · EDGES AND 12- O.C, It INTEP.MEDIA TE SUPPORTS ~}~:-2IJJ'-~:~ '..- ~.(. - l ---~'>..~{/ ~: .- --=1_ -=-::r:~~-I ------J '" O.C. · EDGES AND 12" O.C. It INTERHEDIA TE SUPPO~TS -:-- Fasteners .., Pre-duct Bolts Nalls DesIgn Loads (Ibs) Code DescrIption w H Glrde, Block Carriad Member - '-':'- Normal Mu US-lift HSU 40 - Girder Hgr(Heavy) 3-114' 23- 5-314- 2-314- 4-1Od 6250 6821 1680 HSU ao Gi(o~r Hgr (Heavy) 5- 23-1/2' 6-314 - 2-~'4" 4-1Od t0667 ,- 10667 1 ??oo HSU 100 Girder Hgr (Heavy) r 23-112' tt.:314' 2-3/4" 4-1Od 9070_ 10065 ~ ??oo I-iSU 4016 - Girder Hgr (Heavy) 3-1/4' 16' 5-314' 2-314' 4-1Od 84iO 8685 ~ 1290 HSJ18016 " Girde; Hgr (Heavy) 5- 16' "'16-314- 2-314-- 4-1Od i \lO'JQ 12500 !218(} HSD 11'\()16 " Girder Hgr (Heavy) r 16" 6-314- 2~3I4- 4-1Od 1 ??oo t 3405 121w1 . - - -...-- .. f STRUCTURAL DETAilS ~. OTe ! . Deemp.d tOl.ompty Anchor ,t'165# Upfj 1310# Percendicular lo Plate 7851 Pa,..Wel to ~Iate . , Not included III ClJr, eot Comphance R(1)Ol1 .J - r Ll . Ld -. I " , . , .: j"': ~.- ~._. -~--------,.. ~ -.----'-"..-----..~_....<:....'--."'_.___.____. _~..J._._--..l.......!__.._, , - ~ --~._~.__._.~,-....:-.. .:......-.--...:..-.~.-',.--------:.....,.....;.. _----L.__~_~_ _,_.----1._,_~~.~...;,. ~-L.__.________:_ -'_.~_~~~'... ~_~~~'_".J-.":__,~,_~,--,,----__,~_,~,------:,,,_._"--,-~ _ ........Ji..'_~.__ ---,--~~~~--..__..---",,---,---___:...-.,_.1------""'-'---~--'~-<--. __~":-;"'-'-_~~_~ ._~._ , "~" , ~.._~~,~-, ~---"~~...L......~,---. ~.. __...i-_.,/-1.'__ ~,,~_._,~~~ . '~~ -<~. ;:'~~~~fo.~,j~:,/ ...i~~ \.~' ~'.~""~' ,: 7. .:'i". ( ~._..:.~:. "t ..... .-.-..~--_.-,-."'...._..,...-..-,.-..r_~--........___"__..,.....--- --..-' -.--- ...:--:0-.,...----....---....... -..-.......-...- ~Y'~--,~'-......,-,-.-.,.....-------.--r:."..."'--- -~.- -_.~- r----""'~~;-~~.-.. -.,--~-...-..,.-,.,.., ...,..,. _........._.:--.... . -_.r I ~J;,ZARDOUS LOCATIONS THE POLLOUJING SHALl. BE COt-!6IDaFU:D SPECIFIC LOCATIONS FOR THE f>URP05ES OF GLAZING: I. (.LAZING IN INGRESS AND EGRESS DOORS EXCEPT JALOUSIES. 2. ,':'LAZING IN FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES AND PANELS IN SWINGiNG DOORS. 3 GLAZING IN STORH DOORS. ... 1 4. (jLAZING IN ALL UNFRAMED SUJINGINC, DOORS. S. GLAZING IN DOORS AND ENCLOSU~E5 fOR HOT TUBS, WHIRLPOOLS. 5AUNAS, 5TEAM ROONS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A ULD'G WALL ENCLOSING THESE COI~PARTMENTS UJHERE THE BOTTON EDGE OF OF THE GLAZINC, IS LESS THAN '0" (IS21 MM) ABOVE THE DRAIN INLET. ,. GLAZING IN AN INDIVIDUAL FIXED OR OPERATIVE ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS A 2i. ("0 MH> ARC OF THE DOOR IN A CLOSED POSITrON AND WHOSE BOTTOH EDGE IS LESS THAN '0. 1I5:2-+ HH) ,.'BOVE THE FLOOR OR WALKINC, SURFACE. 1. GLAZINC,.IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND' ABOVE, THAT HEETS ALL 0F THE. F(}LLOWINC, CONDITION~ ,,'\. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN ~ SO. FT. (0.8-1 M1.) ~. BOTTOH EDGE LESS THAN 18- (-+31 NM) ABOVE THE FLOOR C.TOP EDGE GREATER THAN 3'" {~I-1 HH) ABOVE THE FLOOR. D.ONE OR MORE WALKING SURFACES WITHIN 3'" ("11 HH) HORIZONTALLY OF THE PLANE OF THE GLAZING. 8 ALL GLAZINC, IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE INCL.uOlN6 STRUCTURAL BALUSTER PANELS AND NONSTRUCTRUA~ I.'" f=ILL PANELS ;, GLAZING IN WALL AND FENCE5 ENCLOSINC, INDOOR AND OUTDOOR SWlt1t1IN~ POOL.S ~IHERE THE BOTTOH eDGE OF THE GLAZINC, IS(A )Lf:S5 THAN '0. OS25 t1HJ ABO'lE 1 HE UJALKING SURFAce ON THE POOL SIDE AND(~) WtTHIN 35. ("Ii HM) HORIZONTALLY OF THE t-JALKING 5URf=ACE ON THE POOL sloe. TH!p SHALL APPLY TO SINGLE GLAZINC, AND ALL p,'Nes IN NUL TIPL~ GLAZINC,. ----- .......... -,-"-- Fasteners Design L~tJs (lbs) -- ~" ~- Carried Membe, Uplift . ....0, If'jlng I ~ length 0' Bolt In Cauylng il' l>P., Nails Mln Max Mem~e!_ lis Mln Max 8:,Hs Nails Ncails Bolts 1"112 I 3 4-111 (5 'c! MB ~.1Od 14.1Od 2) 3.'4 e25 2190 " 3.."'00 2860 5295 5755 5755 -_."--t--~ --- --4 ~...R 1.t-1Qtj 16.11),1 (2) 314 625 2500 5250 3315 7530 7875 "'d75 -- -- ~---- - --- 1MB 14.1()j~...!.,!:'~~ 62-5 .?815i.9W; 1 OOOQ 1 ??oo ~ 'XA.t9 r 11 T SAFE LOAD TABLE FOR CA5T-'.:;RETE HIGH-5 TRENG TH PRECAST AND PRESTRESSED 'U' LINTELS SAFE LOAD-POUNDS PER LINEAR FOOT ~ l.ENGTH UNFILLED FILLED - -i'-O' (-1S") PRECAST I,S15 LBS. '.04S LB5. . -+'-,- (5~-) PRECAST 1,850 LBS. -i,S15 LBo. r---- -..' 5'--+" ('~-) PRECAST 1.1-13 LBS. 1,"S LBS. 5'-10' nO') PRECAST I.S1S LBS. 3,1-1-+ LB5. "_'" (1S" ) PRECAST 1.5'5 LBS. 3,2'0 LBS. "-,- (~O-) PRECAST I,!H;O LeG. 2,ft!)1 LBS. - 'l'-.... (1)2-) PRECAST 1.0:25 LBS. ~.'t-+1 LBS. --...,. ----- ,- 1-------- -... -.;. --- 10'-,,- 112..') PRECAST "'22 LBo. 1,333 LBS. - 11'--+- (13'"0 PRECAST 800 LBS. l,OIS LBS. 1:2'-0- (1-+-+-) PRECAST 150 LBS. 'lO~ LBo. -- '3'--+" 0'0") PRECAST ~Sl LBS. 1,3-+1 LBS. -- !-i'-O. {'I.S') PRECAST 585 LBS, 'l0'l LBS. ","- -- 1-1'-S" (11'") PRESTRESSED St.3 LBS. 1.3-t1 LBS, I IS'-"f" 08-i") PRESTRESSED 510 LBS. 1,210 LBS. r ~11'--+- (20S-) PRESTRESSED 3S1 LBS. 'lit L8o. --. .- , 1~'--1" (232') PRESTRESSED 2S~ LBS. S23 LBS. --- a b c d e f 9 h j j k m n o p q .o\BOVE INFORHA TION 15 BASED ON CAST-CRETE (FEep CORP'> BRAND i.,,~TELS. llASED ON TESTS CONDUCTEO 'a'j'" I!JERTHER F. ROSCH, P.E. PRECAST LINTELS HAY BE SUPPLll:D BY CAST CRETE OR OTHER BUILDING CODE APPROVEO PRECAST HANUFACTURERS. !LINTEL BAR CLEAR BOTTOH REINFORCEMENT BARS MAX. SAFE SAFE LOAD ..e~('TH LENC,TH SPAN 'A' MAIN BARS 'B' BARS LOAD ON LINTEL ONLY COMPOSITE 2-10" 2'-S. 1'-'- 2-1/32" NONE I.COO ... 3.000'" 3'-'" 3'--f- 2',2. PLAIN BAR, ENDS 11FT. #/FT. -f'--O. 3'-10. 2'-8" HOOKED UP 'lOD. -i'.., · -i'--f. 3' -'4" PO~ 2-1/2" 5'-,. 5'-2" 1'-0. 2-#3RD. NONE 1,000'" :2;00. 5'-10" 5' -S- -i'-,. 11FT. 11FT. ,'-4. "-2. S'-O. "-S" "~_-fa 5'-~. ~ "-5. 1'-0. "-2- 2-#-iRD. NONE 800... 2.250'" S'-4- 1'-10. 1'-0. 11FT, 11FT, "'...~" S'IO- S'-O- 2-35RD, NONe 800+ 2.000+ 10'-,. 10'-0" "'-2- I/~T. 11FT. II' - -+" 10'-10" 10'-0" 2-15RD. 2-#3RD. SOO 11FT. 2.000 11FT. 12'-,- 12'-0- I\' -2" 100 11FT, 1.800 11FT. 13'--f. 11'-10. 12'-0- '50 11FT. 1,'00 11FT. l-f'-O" 13'-'" 12'-S. '00 11FT. 1.100 11FT. - --- - GIRDER HANGERS tHeA VY) 13116" OIJ. \ '1 I, 11 H H I I .;;: I ~ -311&" 13116"-. o.~. . i'Ol~ jOtA. . _ - ~ ~ ~ ~ Awbtr-'" ~~'1'.!t~Y.!L~~~!Ji~~'-:':::'__~_____."",~~"_ i 1 HD2X Truss Hdd Down Strap 1271 # U~)lift HCS Hurricane Clip 520# Uplift 350# Parallel tc Plate 250# Perpendicular to Plate HCLHJRH Hurricane Clip 520# Uplift 200# Parallel to Plate 155# Perpendicular to Plate REQUlf~ED SAFETY GLAZ'NG IN WAZARDOUS LOCATIONS J- Ca r-roduct Dlmc:nslons Me; Code 0 W H I 6? TGH2 r 4-5,18" 3-7116 ~.-t(: ~ e~--ili12" 5-'18" 2~6-lh~ TGH4 5-'/4~ 6-718- 27-~f-~ " 111 Lt. ... 4 .,.A .A,.;.~.q"".'.h l . ---- l'" .~~...... Ii ...I..,. .L .'" , J.~~...=~,~~__,_i.,_.j..~ t"!",,;-~~.~,~~.,c..~ .J._.'s... --'-3....:',_._...;.. ",_:. ,,":'~'''.:_''';'';'L..'' ~,~,~.; " .;:'" . . ."!< \ (, T crft\ I IH I I ; ! I ,J_ '~~~ , TRUSS GIRDER HANGERS " ... ~ ~ ~ ..--J ;e--: __- .........- <- r~1~\~;~u ----l--~=r_:~~J TA24 Truss Anchor , 1,'585# Uplift RA 218 Rivited Truss Anchor 1441 t# Uplift 1,'f. f- l+- 2-3/8'-.j ~~~12' -I 1+- .lMgth-- ANCHOR BOLTS -- " Nuts and washers included PrOduct Code AB 126 AB 128 AB 1210 AB 1212 AB 1260 AB 1280 Deserl lion Anchor Bolls Anchor Bolts Anchor Bolts Anchor Bolls Anchor Bolts. Galv Anchor Boas - Garv Dimensions 1/2" X ~' 1/2" X " 112" X 10' 1/2' X 12' 1/2' X 6" 1/2' X 8' ~ 1 ---- 'l-;ts.2~~iam~~!'!>!!~imum -1 .~ i t I c_ I- t. tI&. -r ANCHORiNG WASHERS Product Code WSH 916 WSH 1093 Dimensions Depth Slot 114" 1.1/2X9/16- 1/a' 91'16' dia r-- I Futenets Anehor B<>lt 112- dia 1.'2" dia Description West Palm Beach Washer SSTO-1093 Anchoring w~~~~. " 3-112", EHBS - 31." dr. x 12" - 314" ell. X fa' 2'112",; BEAM SEATS Product Code HBS 5-5 HBS 5-6 HBS 5-7 HBS 5-8 HBS 6-5 ' HBS 6-6 HBS 6-7 HBS 6-8 EH8SA EHBSB EHaSC EHBSO EHBS 512 EHBS 612 EliBS 516 EHBS 616 EHBS 520 EHBS 620 Dimensions Fasteners Design loads (Ibs) Bearing 1<\000 16800 19600 22400 18900 22680 26460 30240 PO PW w Bolts HI2' 1.112- 1-112' 1.112' 1-314 . 1-3/4' 1-~4' 1-314' 2-3/4- 2-314' 2-314' 2-314' 2-314" 2-3/4" 2-3/4- 2-3/4' 2-314- 2-~"4' 5- 6- r a" 5' 6;;-- 9" r a- 9" 5' 10' 6- 10' r 10' a- 10' 5-114' 12' 6-112' 12' 5-1/4' 16- 6-1 - 16' 5-114' 20" 6.1Ja' 20- ._ r ..- ,. r 5-114" 5-114' 5-114" 5-114" 6-7/8" 6-7/a- 6-7/8' 6-llS' SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC 7' 9' !i' '-~~ '~, · A haflger de-si9t',oo to carry ffilJitip!e mell'lOer girder trusses. tfl2X6, (3) 2)(6 ar.tj (4) 2)(6. Ft\!er bloc~s ~.... .II!"-: l ' n ~ .... .-.- ~-~ . , ..' .'" \'" '\'" - Re'"isiClns ....\ \ . " ...~ ....' ..- - .... '/) +J t.; '< ct Q.. ..' v '-- ~ ._ .,J "" \J LL t..~ (/) ... W~<O~ N 4) CO ;. ~ 4) C <D ,- Z u_ CD :... 0')" 1. W t. ro ~ ~ W ~ ., II" a: - .--~ 1 ~ ~ ! I I ,') N I~ ......, i!l; ~ ~1 ~ ~ ' ~ u.. ~ Q! rl ~ ~ " ~ i ~ ~ i ~ ;J; _ iA.....~; C\~ \). \4 ""- ... .J ~ i.IJ (/) --,"\,-~ o ~ awn... 0 h/ _ :'~..o C he c .6,;r;;.;; ..,.~~__ L_ ~ , lJ::Jtn AI, ,/' ,'" ,',: '"7, (I ~5. I -."T 4-~ '. S c a Ie _' }.Vk.:,.~', I -r:-~:::')--~"'''' . , i JOb ~lJmbel " , ~''''''~'....~....~.:--." -'":._;'.,.' Sheet: &1' ; . ,':,' 0' $heets ~,,~~~i I ~ .. '.. , Part Number; Conversion Chart Note: This coo'Wersion c.-haft is for reference only. Vanation it, produc.t spooticatlons and Cilpabilities win exist for similar prod\)';-r... Simpson -'35 "-YJF A84-41A8fU A8-WAeE~ A8WA8f68 OC4 0C-43 ~ . f C844 C843 C84a C866 C868 CB610 CB6f2 C888 C8810 C88f2 CB10l0 C81012 C81212 CC3 fl4-4 CC3 1/4-6 cwe 1 06 CW8126 CC4-4 C~ CCSt 114~ CCS 1/4-8 CCM ~ CC68 CC16 0:;17 Ql;lS CCM I ~aa CC96 CC98 CCI06 cwa 106 CW8126 EP8-U EP846 EP866 ETA16 ET A20 ETA2'2 mAg f1~f2 FHAIS FHA24 fHAJO FHA12 FHA I a FHA24 fHAJO . "-" GLBSA GLB58 Hughes FM FMF PA-tX40 PA4X60 PA6X& Pe4X4 fC4M Pe6X~ Simpson GtBSC C>l~ GtB7A GLara GtalC GlB70 GtBT512 GtBT6f2 GLBT516 GtBT616 GtaT5<'O GUH620 GUS.S GlfT GUT.S Hughes H8S5-7 HBg~ $ H8~S HBS6--6 H!3U-)' H~a EH8S5f2 EH8S~lf 2 EI16-<3516 EH~16 EHBS5<'O EHBS620 BtiH5.5 BUH1 BUH7.5 Slmp~r1 HU3101)t2l314 1-IU316 HU48 HHlJ 48 HU410 HI-1U410 HlJ412 HPta 12 Hl1U4 t4 HllU416' .' HN46 HW48 HW410 HV/412 HW414 HW416 HY>i66 Iffl6& h'W61 0 mw612 HV'614 HW616 HW86 HW88 If/\'8 t 0 HW812 HW814 l~t6 usa LtSl0 LTS12 lTSl4 LTSt6 USt8 U 520 LVP241lLt24 lLiP2&1..Lt26 LUP28/lUP210 LV28/l112 1 0 MAS MST27 MST31 MS r 413 MST60 MSTA9 MS r A 12 '.AST A15 \1STAt8 MSTA21 MTSt6 MTS18 MTS20 PAH042 SPl SP4 SP6 SP8 ST9 SH2 ST18 ~ ln4 um4 U26 UH2'5 lnl0 UH2S U2U UH21M12 U24-2/U26-2 UH2.26 L'~6-2 UH2.28 Vltl)-2 UH2.210 ..)4IV'~ UH36 U)IO UH38 l).310 UH310f)12 U44,'U48 UH4JJ U410 UH48 Hughes Uk31<Y.lf2 UHJ I 01)12 UH4JJ UH48 UH48 UH48 UH48 EHUH41o-N EINH41o-N EHUH41o-N HWUH4X6 fNr'\)H4 X8 HWUH4)(10 HWUH4X12 HWUH4X 14 IfflUH4X 16 HWUH6X6 IfflU11tlX8 HWUHM 10 HWUH6X 12 HW~)(' .. HW\)I ~x 16 HWUH8X6 IfflUHaX3 H'NUH8Xl0 HWUHaX 12 HWUH8X ,. HW\)H8X 16 RT8TW RTtOTW RTt2TW RTt4TW RT16TW RTlSTW AT20TW 1.12'20 EUH26--8 Simpson ST22 SUM28 SUM.210 T a-.:o Teu TH)l2') nWfJ THA218 THA218-2 THA2t8.2 THMIJ THA418 Tl-lG2A T003A Tl-iG 4A rPAJ7 lPA39 TP3S TP39 T?311 TP45 TP47 TP49 TP 411 TP" TS9 TS12 TS18 TS2'2 oo44j OO~; C048 COM C068 C0610 C0612 C088 (. COSIO COS12 001010 C010t2 COU12 HCC~S-4 HCC3256 WBT9 waTll HCC4-4 HCC46 HCC5:2S-6 HCC5:2S-8 ~ HCC66 HCC68 HCCl6 HCC17 HCCl8 HCC86 HCCM HCC96 HCC98 HCC 1 06 war9 waT11 EA44 EA46 pM rA16 TA20 Tn2 AT10112 RT12112 AT181 f2 !"lT24112 RD0112 (HS 12 (HS18 EHS24 EHS30 H8S5-S HBS5-6 " HI HCS H2 HeR H25iH5 HCDPl H25w'H5 HCDPR li3 HCRH18 HJ HCLH18 IH HCLH H4 HCRH H6 HC20 litO HCl0 H02A Awa HDSA -'058 H07A ADM HGLBA EHBSA I-IGLBa EHBsa HGLBC EHBSC HGl80 EHBSO HGL T3 BUH3 HGLTS BUH5 HGl T9 BUH9 Hl33 . HA33 Hl35 I~)S Hl)7 HAJ7 I"'~J HMJ HlSS HAS5 Hl51 HAS1 Hl4-3 HA4-3 HL~ HA46 Hl49 HA49 !-IL13 HA73 !-illS HAl6 HL79 HA79 HPAHOl2 KHPAHD2'2 HU26 UH24/UH26 HI.I28 UH2S HU210 UH2HY.!12 HU212 UH21Mf2 HU214 UI121 01212 HU26-2 U112.26 HHU26-2 UH2.26 HU28-2 UH2.28 HHU28-2 U112.28 HU212.2 I UH2.:210 HHLt212.2' UH2.210 HHU21.t'2 '.r:HUH21Q-2 HHU216-2 EHUH21l)-2 HU38 UH36 HU38 UH38 (1.;1<28-11} MS HS T21 IiST37 HS f48 HST60 RT1018 RT1218 RTt618 RT1818 JUn18 RTl6TW RTl8TW RT20TW m6 m8 wV210. W212 W2U W216 ~ \f-I38 W:Jl0 wal06 wa12S WNP312 WN?3t4 WN?316 WNP26.1 WNP7S.Z W1-tPll ~ 1 'h~P2'l-2 Wl'4~.::J"," l ... ~1"lJ 6--l KPAH042 HC520 TP4X IF-6X TP8X HS9/RTlO HSf2/RT12 HS 1 a.R T 1 8 AN.CHOR DOWNS ..~~. . · Ughter anchor down device with greater load capacity I : No 'v'(asher r~uired, utilizes load transfer plate I A058 Anct.ors vertlc~ wood members 10 foundations 10 res" ist uplifts I . ~ due ~.J overturmng NEW · An~s m~y be used to transfer tension loads between floors · Addl~at sIzes available by speciaJ order '~ · Compliance Report pending, see page 3 '~, ~, · ICBO EV~I~atlon Report No. 28?4~ ".. .~~~( ..,~~~~; )-< >-<:~ <-<.::.:..; .". :.., , ~ r '-\.;.....~ ; -:.. ~ T11lical AO~ io~lallalian o#t \ \he pia Ie - provides \he , sarna k:>ad as the ADSS iI1~tallN 00 \he plale. ~~ T11lical Mul~. AnchoI Down Usage Product Code AD2B A05B AD7A ~3scrlptlon H ,Anchor downs 8. Anchor downs 9-318. Anchor downs 14-314. Bolt Schedule; To To Stud Concre,e (2}5/8'MB (1}5/8.Aa . (2)314'MB (1)31.1.AB (3)7/8'MB (1)1-1/8. A,;c'hor Bolt Embedment (Inches) 9 11 19 HIP & ,JACK HANGERS · The fi~t hip and jack hanger that works right or left h~nd Face mounts to 2X6 or 2X8 girder chord ; · Easy nall.jng f/~nges avoid the plated areas. Impressions in seat to ~lIgn With panel point for perfect location, or hanger can bl) Installed after corner truss is set. · Heavy 12 gauge galvanized steel, 3-1/4" seat bearing' · NEA ~eport #464 Hughes I1SnHf12 UH26UR 1JH28lJR J8<O JB21 JI~2U JHA2~3 .J)i)l218 JHA2.21J .J)i)l2.218 JHA.,) JHA41 S TGH2 TGH3 TGIH fP3X7Wl-f f?3X9'w1.1': f P3XSWH F P3)(,]" H F P);( 1 0M'l-f FP 4;(S'M-f fP04XfWH FP4Xg,VH fP4X lZWH FP5)(IV"H AtlQJW \ RTlarw RT18TW RT22TW HWlJH2X6 IN'NH2X8 hWUH2)( 10 H,VUI12.Xf2 1 rMJl.2X 14 H't-YIJ.-.2X 16 1 N-r'tJH3X 6 HVr'\JH3X8 .l'WH3X 1 0 )\'810 1"."'312 IfNUH;J)l.I2. K'Nl ~~J' I. H'o'. 'J'~) _16 \(""J~J- ~ ":"'-\J~l.': " ~\fl.'J.( 10 ~HZ.2X1Z WI\JH22X14 HMJH2.2X16 a , ~ ltl~tal Wa'ot c= L l~: . . ~:' .~.. 'I .. .~. .... 0,.......- .~'1 ...-=;::;-: ~:2.:-=:~ Al'sa T tPicallnslallati.)(l To ~Ii:,~ 'ulload capao staIN... ltle :able. the mil Y mum bolt enoj distance 100 at aoclv.lt do......s is 7 limf \he sl\l'J diamEller. This floor di~!ance is aulOmalically Joist 6esignOO lnlO al KeMP anchot ,jowns exc~ the AD2. ADS and A07. The bolt end 1Ml;()ce may be , .. iocrea~J as (lecassat)' . . wilho\A iJfectiog the load ,,:c. :..... In~!aI capacily provi<!od \ha/ \h. ~ Wast-.ell andlor IlI.A is TtOt over. lVlquoo -...hid'! CQo.Jld split \h. sM. . Aosa T11lical roll Botween FIoO< s Design loads (Ibs) Stud ThIckness (Inches) 2 2-112 3 3-112 5-112 2585 3035 3265 3300 3315 3135 3850 4385 4665. 4765 ~ 10 6440 8050 8%0 9555 1-112 1965 2365 32~~ .......... :~~~',,~ - - - - :-::, J - .. .. .. -- -- -- -- -- -- -- -- .... . -----'. ------- . "" Allowable loads (Ibs) For SVP or OF'. Product Hip Jack Fasteners Code Normal 115% 1250/0 Uplift Normal 115% 125% Uplift Header. Hip Jack THJ 26 1645 1890 1890 1010 5N1 575 575 720 THJ 28 V\I 16-16d 7-1Od 5-1Od . 2010 2310 2500 1300 670 770 830 720 20-16d 9-tOd 5~lOd .~~~d~~:.t ~~;. ~r, ~~=~:::~I!:~~~a~~20~~ader nails may be clinched on single ply to obtain allowable loads. lEFT RIGHT ----- ---...--. HD2X Truss Hold LJown Strap 1271 # Uplift ~' RT 22 TW I Rafter Tie,TVvo\sted 135911 Uplift -- -.-- ... ...~..v- , .... .....1 W TP4X Top Plate Anchor 1800# Uplift ~ ...-...--.. ..... . " '*'\.1. ~,... Vi III .I.-n . ()ealgn lc.a<f'llbs) .' . Produet Qtyl WgtJ O1n'ieO$IO(\s Fastener. WItW Nar.. Wnod Nail. Code . Jol.' Size BOlC Bo:( A B H W V Header ,k)la' Hot-IN1 Mu UpliJI NGtmll Ma.c Uplill - . . UH24 2X4 100 3J y ,. 3-1T"- t .~8. 3-).'4. -4 '2 '~40 6/~ ))J 69! 869 m 2X6 ~ 2!- 3-.}, .. - ~ - ..- 3" f. 5-1/4' J -50'S. a 3 1000. 060 ~4 t300 t738 493 UH2S 2Xa so 3'2 )" ,. ,.1,.... Hi-'a' ,)-:1'4" 12 4 1620 2(rL5 005. ~ 260& 657 UH 21Mi2 2Xl<V12 -- 50- 28 3' ,. ').114' 1.5{s" rs:17~. 16 S- 2100 2100 /<jl 2700 3415 821 UH 2.26 (2 Ea) '2X& ~.() 23 )' 1. t. t /2' :)-1,'8. 5-1W 8 13W -- 2m 924 3 1080 5:)9 1138 UH 2.28 (2 Ea) 2X8 -W 31 ')7 to ~112. 3-1 is' 5-1/4" 12 - -4 1620 2025 lH\ 2085 <61>> 924 'U'HT210 (2 Ea) 2Xl0 so - )J )' l' .3-1/2' 3-11&- 4-314' 16 5 2160 2100 8'33 2780 J4/S 1155 UH -36 3X6 5Q 23 )- ;. ..!:~4' 2-5"'8" 4-3.'4' 8 3 1080 t350 539 1390 17"~ 693 ~~ ax8 50 - 28 3' ,. 6<V4' 2.5.8' 4.314' 12 -4 1620 ms 71B 2'085 200) 924 r-~t 11 RIDGE LINE -...... ---_._---_._-~--,--- SH\iAR OIAPHR^"~ 8d COMMO,"" N~\.5 @. ,).0.0. a06e<;> Bd GOMMo)oJ NA.I'-S @ (g"O.c.. s:'"Ii:l.O -~~ -+ -+ .. -+ . . . . . . .. . . . . . . -+ . . . . . . .. . . . . . .~ -+ -+ . . . . . . . . . -+ . -+ . . . . . . -+ -+ -+ -+ . . -+ . -+ . . . . . . . . . . . . . . . . . -+ -+ ............... .......-+....... ................ ................ ................. .........-+....-+.. .................. ...#.............. .t................. ......+..+......... Sd COMMON NAILS II S. O.C.---i. O.C. GABLE END WALL OR GABLE TRUSS 1 Sd COMMON NAILS II ,. O.C. EDGES Sd COMMON NAILS II tr O.C. INTERMeDIATE NOTE: U SEE STRUCTURAL NOTES FOR ~HEATHINC, SPECIFICATIONS. 2J END JOINTS OF THE ROOF SHEA THING SHALL BE . STAGGERED ANO OCCUR OVE~ FRAMING MEMBER. ...... 1. . AI '- 1",1' JOIST HANGERS U ..tVPE ROOF DfAPHRAM NAILING SCH,-II Omph ZONE ~ ! S.XS.X". CH.U. ;r- BRICK MOUl.D OR. FRAME 3/I(.'X2-I/~l. --- #-\PCONS FASTENER INT'", BLK. II I'. O.C. 3/.... FURRINC, N,\ILEO TO BLK. " 8" O.C. 2- REQ'D EACH lIFT S'XS.X". C.I1.U. 3/1'.XI-3/.... T APCONS FASTENER INTO - CONC. BI.OCIC ADHESive seALANT BOTH SURFACES PRIOR TO AT T ACHINC, BUCK TO CONC. BLK. 1/2. OF. YWALL \. P. T . S.XI. 5~~;lF THREADING PHILLIPS FLAT HEAD CADMlrtUM PL;\ TE SCREWS 2.... O.C. MAX. -- WITHIN .... OF CORNER 3/1'.XI-3/.... T ACONS FASTENERS INTO - CONC. BLK. CAULKINC, MAReLE STOOL 1/2. DRYWALL. ON IX3 P.T. FURRING ". O.~. PRECAST SILL ~ S.XS.X'':. C.M.lJ. DOOR t WINDOW ATTACHMENT t)ET AILS '. " -\-- THIS DRAWING IS THE SOLE PROPERTY OF KEN ZECHIEl, PA ANYONE USING THIS DRAWING WITHOUT WRITTE~ PERMISSION OF OWNER WIll BE PROSEClITED. .' STRUCTURAL _ r. .. , ~ AD5B Hold Downs 43851f Uplift QETA I LS .... - -.... ~ ,... ~,'tt \' \, "\ .A .. - - _~ "1IlI"d.~~~ .l -b..-.A I _',&. _. '~--"'i' ,~- -. -- -.--...,~.~--:-..........----.....-----------'~.-.-..-.~~~-.--.-~~'...". ~-r,- --.-.-...~ ~ - ._-' .---~ ~ --tI ,..,..'tt:..jI....1I>~_ _04. .....Jl T"I 4........+............11I.._-_ - - -- I/......~~-~..l..-: GENERAL STRUCTURAL NOTES: PLANS COMPL. Y UJITH SECTION 1'0' OF THE GURAENl' STANDARD BUILDINC. CODe AND ARE SIGNED AND SEALED BY AN ARCHITECT OR AN ENGINeER WHO IS LICENSED IN THE ST ATE OF Fl.ORIDA. DESIGNS BASED ON THE ST AHDARD BUILDING CODF. OF THE I~(H EDITION INCLUDING S'CrlCt-J 160~. r. CONCRETE 5HlllLL HAVE A MINIMUM COMPRESSIVE STRENGTH O~OOO PSI" 2S DA'(S X-(\)"~LkSS NOTED ot"~C:2'~~)1 S~..) STEEL REINPORCeMENT SHALL HAVE A MINIMUM YIEl.D STRENC,TH OF "'0.000 PSI IN ACCORDANCE WITH ASTM A-'L5 CONCETE MASONRY UNITS aUALL BE HOLl.OW/LOAD IN ACCORDANCE TO ASTM C'fO OR CI-i5. 1'100 PSI MINIMUM. GROUT SHALL HAve 3/S- MAX, AGGREC,ATE S-IJI~SlUMP 1000 PSI OR ASTM C..." HORT AR SHALL Be TYPE 11 OR S IN CONFORMACE ASTM C210 THE OUTER FOUNDATION BARS SHALL BE CONTINUOUS AROUND CORNERS USINC. CORNER BARS OR BY BENDINC. THE BAR IN ACCORDANCE WITH 201.3.... OF THE S5TO 10-'f3 IN BOTH CASES THE MINIMUM BAR lAP SHALL OE 25-. LIKEWISE THE BOND BEAM REINF- ORCEMENT SHALL BE CONTINUOUS AROUND ALL CORNERS, ATTACH PL -(tHoc'D SHEATHING TO SUPPORTINC. TRUSSES OR OTHE~: r= f<AMING WITH COMMON NAILS AS FOl.LO'.U$.UNL~~$ I'JOT!.O: AJ 4. O.C. ALONe, ENOS OF PL YUlOOD PANELS. BJ B. O.C. ALONC, INTeRMEDIATE SUPPOR-rS OF PLYWOOD PANELS. PROVIDe .... X .... CLEANOUT FOR ALL CONCRETE FILLED CELLS. L()"fJ i$~'\VJt1& ) ALL"EX1 ERIOR AND INTERIOR WALL) TO BE #2 SOUTHERN YELLOW PINE" ". O.C. 01\ e:~UA.L.(fb::l,l00P.'': ALL GIRDERS SHALl. HAVE A MINIMUM OF 3-2><.... STUDS PLACED DIRECTLY UNDER THe: GIRDER ;\ND DOUBl.E PLATES. PRl1-MANUFACTUREO ROOF TRUSSES TO BE DES(C,NED IN ACCORDANCE ~T:-1THE LATEST TPI DESIGN REQUIREMENTS. THE TRU5S MANUFACTURER IS RESPONSIBLE TO FURNISH ~~L s~~AffT~~ukgt~~Ju~R A9.~gE~~iL~S5li~~r.f0B'lS ^^~PO~\~~ 7R{~?SSTEMR1~FtN~T~~~:. C.ARAGE DOOR, WINDOWS AND OTHER EXTERIOR DOORS SHALL WITHSTAND rHE SPECIFIED WINO VELOCITY. .DOORS AND WINDOWS MANUFACTURERS SHALL SU13MIT DATA SPECIFY/NC, REQUIRED CAPACITIES. THeSE ELEMENTS SHALL COMPL'( WITH SBC WIND LOAD REQIREMENTS. ALL EXTERIOR CONCRETE BLOCK WAl.LS ARE DESIC,NED AS SHEARWALLS OR SHEARWALL SEGMEt'r:s WITH DUR-A-WALL REINFORCEMENT EVERY OTHER BLOCIS AS PEP. THE ) REQUIRS:MENT5 OF THE NATIONAL CON-::~!. 1E MASONRY INSTITUTE. (0 N 'Z st., R(11 0t,\LY \ St S~OR.~l 'iZk:.q. Fol'2.- 0':""- -A,~'-A,)AlL . ALL OPENINC,S GREATER THA~ , FEET TO HAVE 1-#5 BAR ON EACH SIDE OF OPE~m..c, AND FILLED WITH GROUT. OPENINC,S GREATER THAN 12 FEET TO HAVE 2-#5' BARS ON EACH SIDE OF OPENINC,. CONTRt\CTOR TO VERIFY ALL DIMENSIONS AND CONDITION.S IN THE FIELD. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE CONSULTING ENGINEER OR ARCHITECT. ~yrRUC;rURAL. DEt?IGN CRITER.\A: PE~ S.BCC.I. 0E=GTlot{ 1(cO(o A. WIND LOAD\N~ ==-110 M.p.U. ~. LIVE LDADING 8ED~ODM AREA = C. LIVE LOAOIN& OT~ET?. A1<EA~ = I/. L1V~ LOAt>\NG ROOf: 2. 3. .... 5. ,. 1. 8. 'f. 10. It. 12. 13. l-'t. 15. 1l.. IT 30 P.$.F 4D PS.f. 2D P.'O.f-. GLASS BLOCK INST ALLA TION lIF REQIREO) I. COVER 51LL AREA WITH A HEAVY COAT 0:: ASPHALT EMULSION. ALLOW EMULSION -TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR ADHERE EXPANSION STRIPS TO JAMBS A~D HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO 5ILL. SET LOWPR COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF I/-'t. PLUn OR MINUS I/S. ALL MORTAR JOINTS MUST BE FUl.L AND NOT FURROWED. STEEL TOOLS MUST NOT Be USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH ON END OF 1 ~OWEL 'TO TAP BLOCK INTO POSITION') 00 NOT REALIGN. TAP OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID C,LASS BLOCK IT MAY BE NECCESSARY TO USE WEDC,ES IN -rHE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZEO vUT. IN5T ALL PANEL REINFORCINC, ON 2... INCH CENTERS HORIZONTALLY I' INCH CENTERS FOR THIN LINE SERIES, GLAS5 BLOCK AND SOLID GLASS UNIT5 AND IN JOINTS IMMEDIATELY, AeOVE AND BELOW ALL OPENINClS WITHIN PANELS. (THE SAME 5PACINC. SHALL APPLY TO PANEL At\CHORS WHEN USED AT JAMB5AND HEADS IN lEru OF CHANNEL OR CHA5E SURROUND5.> RUN REINFfORCING CONTINUOUSLY FROM &ND TO END OF PANEL5. lAP REINFORCINC, NOT LES5 THAN (. INCH:::~) WHENEVER IT IS NECESSARY TO use MORE THAN ONE LENC,TH. DO ~OT BRIDGE EXPANSION JOINTS WITH REINFORCING. IN5T ALL REINFORC1NC. AS FOLLOWS: I. PLACE LOWER HALF OF MORTAR IN BED JOINT.DO NOT FURROW. 2. PRESS REINFORCINC. INTO PLACE~ 2. COVER PANEL REINFORCINC, WITH UPPER AHLF OF MORTAR BED AND TROWEL SMOOTH. 00 NOT FURROW_ PLACE: FULL MORTAR BED FOR JOINTS N"~T REQUIRING PANEL REINFORCIN(,. 00 NOT FURROW. MAINT AIN UNIFORM JOINT WIDTH. SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MU5T REMAIN FREE OF MORTAR. 5TR!J(~ JOINTS SMOOTH WHILE MORTAR IS STILL Pl~.STIC AND BEFORE FINAL SET. AT THI5 TIME RAKE OUT ALL SPACES REaUIAI~ 5eAL;~:lT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPlU5 MOR.T AR FROM FACES .OF C.LASS BLOCK5 AND WIPE DRY.TOOL JOINTS SMOOTH AND CONCAVE BEFORE MORTAR TAKES FINAL. SET. (REMOVE WEDGE5 FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORT ARJ AFTER -- FINAL MORTAR SET (APPROX. 2-i HOURS). INSTALL PACKINC, TIGHTLY BETWEe,.GlASS BLOCK PANEL AND JAMB AND HEAD CON5TURCTION. lEAVE SPACE FOR SEAlINC,. APPLY SEALANT EVENLY TO THE FULL DEPTH OF ReCESSES IN ACCORDANCE WITH THE MANFACTURERS APPLICATION MANUAL ANO INSTRUCTION5. A MAXIMUM FO '0 SQUARE FEET OF GLA65 BLOCK MAY BE IN5T ALLED IN ANY OPEN/NC, FOR WIND SPEEDS UP TO "0 MPH PER PITTSBURGH CORNING RECOMMENDA TrON5 Fc"R INST ALlA TrON OF GLAS5 BLOCK. ' 1. 3. -'t. 5. ,. 1. S. 'f. 10. IT ~ J~ ~~ -------- I I. I HCLHJAH Hurricane Clip 520il Uplift 200## Parallel tc Platt) 155f Peroendiclllar to Plate MS Mud Sill Anchor 950# Upl;ft ~65#t P~raiiti to Plate 990# Perpendicular to Plate TA24 Truss/Stud P.nchor 1585# Uplift KMPAHD Tie .-\nchor t!760# Uplift ~ pi...... II JJ.~ ~Al~~ .'~~ ~""L llI~"J "'_J>!tL L .. j .' ',1' __ "~:"_ ~~.._~L~lIl.~ ... ~_~......_ _"""" _~ ~ ..........._#1 Al ; I '; J ( .' . \ '\t.<: , .f i '. ",','-'-""r.,:" "(,ittI ''''',' ,. . Revisions By - . -........--. ~.. .... '- (I) · "J Z o <{ \Ji ~ 0.....,_ lJ) t!) to - . (". ('/ (1 CO (() ..J' 1'. LL · ,.... i f\c ~~ .- M >v- :"'00 <.> > ". .- o ...J .c to W (,,\ ..- - ... () <! ...... c' (/) .- ... ~ d) ~. ~ ~ C CO Z .- <D ~ ~ ~ ... WCOcc :I: () W N --~ ~--. " " (f ~ ~ @ I ~ a ~ ~ ~ ~ m ~ ~ ~ ~:~ ~ I~V$:~ ~ I i'~ ~ r,\ ~\ Ci l, .", I ~ , crJ ~ g ~u (I) N H ( ~ ~~j- -J- ~ UJ {J; , , Ofd NO 0\1 -.'~~ -- heCk~~~S' " Ld te" o/~\ I~s I -~',..----- SC'l J ei '~JjA.},.: ~. ~,~r'.'~:~ I o b tl ~ m b e f' ,~ ; , Sheet:. ~, " . " -, ., 52 0' Sheets -.1":;' r ~~"~ c '.' . /' ~ '\ ~ " " ,. , '" .. . ~ . "c [, 1 I...' . , . . . f. .' 1. ~ . ~ ' ~ ' - ~ "': < .: . ", s . " , , '\,",'\" (, .. '; . " ~ 12'-0" ~ ~ . f~8"_- ,-.") , ~~-"\------ . . ~ > . -t I ~.., . -t' I ;..... r- . o I ~JO '. '--4 . 01- I ':I') ,." . . iJO I 'lD y. . 01- I N ,,~ ' , 'J:) '- I"") v I . N. v '0 I 01 fl . o ,I '0 . t~ . o J "[{ ,." r-I . o I '-t N . o I :JO J o I ;..... . "<t ! ~JO ,to '. I -" \Q :t 1. c-----, ---, I I , 1 I I I I I I I I I I I ------, I I f-.- I . 8'-4" . ,- I I I I I I , I I I I ! I L , '0 '- ,." I 'r.."1') 16' -0 , /8" . I'- f 7"1 , N .JO ........ - I '<:1l ---.,1 II II II I! . 'r::' - , -. , -- , ----' I 1-. ~ ------ ----=-=:]- r' -----------"-! I I I j I I tl Ii T I t~ 1 . CJ, ',-"- "'- 1 2'-8 -F I n ,-----,1 !~ll' :_ _ 0 _ ~ :_ r---' \.l ~I l/'JF_,O g;l 21'-)" -r---- I I I L ... '" ~ le~~~ , '.0 '- " 11 N I -r-r~ _IL'* ___.JL......_J .$3~O~ II.! "x ~" A a.'eo- j" DEEP RECESe I I I I \ 't 'r I I I I , I I I" peEP ~ECEoo ,., :~" UJID!:: OYP.J ~ ; ~ . " .,. , c 'l f; r. ~ '-.-",--. I I I I ! I I I I I I I I I I I I .J fJ " " . .' . " , . ~ ;. -.' I ,~. I " . ,'.' , , . , .,.'. .... .. ":, "'1; ;, ,. ''':', " , ,,~ . " .;. ,"~ " , ., .j,~. . ~. :." ./ i . " i'\,. , . ,...-''-.,' .' . .. '. '" "', ,. .: [1" 4x "'" CC\"TlNUOU~ LATEF<AL ~E. 6'.0" o.C, '.:". \.d :. ; , . ~1~ -, ""l o I n -~- -J1 I ~ ~. ~ .t... ~' TRUSo OR CLC:s, JOl5T l . L_ TWO TRU5oEE; WITH 2":.<. 4" ~ 2.4" O.c. OIVlOEF< PINfe~ED WICTH 1& a_Jail (TyprCAL) --, I ~I ('2) I~d NAILe EACH T~JS~ ~ I '" <'-I I 00 ~ , ~ I 00 N ~ >-- co b w j a, ~', ~ I . I I I I I I 1.r -()" .~ le~~~' . 00 I '0 I- a. w I 3/4" DEEP ~ECE$e x 8" '.1.IICE ~YFeUM BOARD (NO F\...R~\N~) 7 / ed COOLER NAIL& 1il 1" o.c. 2>< 4 BLOCK NAIl.ED TO EACH 8RACE wI (4) 'e'd NAI!..S ~; END lUAl..1. Cl""I..l'o (V Ie'd NA!L5 , ,t I .)) TA 24 RATED oTRAP #= 4" CONC~ETE IJJlbxo 1~1'~ WW.M 11 ~.A~IBEBi':'E$~,c;Q'J~8ST,E , !I Oi'l 0 MIL, vAPeR e,l.\~~IER O'VE:R-lf ' - , - , - , - , -. - , CLEAN, COMPACTED, pOleON 11 TRf:ATED eOIL, (vAReR BARRIER! TO Be LAFPED 0 ,. AND T AFEO) I i -I. . 'iT I ~I ~~ . v I , :; ~Ae1..= SNOWAL.~ OST AI~ WOOO J:F:CAME OYS~ '~ON~, e1..K, ~ 't;n . ..... t,(l ~ Ft1 I , I II jl . o I 'CJJ I I I I I I 7'-0" 13'-8" 1 , <0 '- -.") '" I N '0 ~JO I N N ~ $:: c)' v+-t dM t o I 0, . v t I'- 2-.< 4:.< Q' CONTINUOUS LATERAL BRACE 1il ~'.0" o.c, -(2) l~d NAh...o EACH TRU5a ~ '(l W l-- cJ) lU ~ <' (l ~...~ ~< 8 .G :t tL d.' --l .- _ n} . . TRUo& eRCLG. JOlaT . .J) I '\() f-f' ~., t1 ~ b ~ ,j :7 /-~ t )) I N r- -, .- - -- -1 ; ~ I .~ L -- t~~'~ 7' -4" 4'- 4" ~ 7' -0" :'1- 4 3~ O"~- 8" BELL FTG, 1-{- " WI (1) #5 CONTI. ~ I 3e>"x 30")< '2" ceE'::>, ~~~0 P .I. I "-8" CONC~E;E T~ICKEl\ED e.LA 1-/ FOOTIN<; U.iI' :; REeA~ EAC~ I WAY ..t '2" o.c, g'-a" I 3'-0" ~ /I--- 9'-4" j TU,:O TRUeeE5 WITH 2"x 4" (wI TA la ~TRA~ eACH oTl;O) 1l 24" e.c, Olvlr;:E~ FINloj.;ED WIDTH 15 .0-1/2" (rYPICAU 8'-0" " , . --l . 7'-8" . 9'-4" ./I- , .or I ~"') N '0 I ~:o . T!-;E 6l.;ILcaR el-iALL vE~,FY THAT Tj..;!:: FOj.....OATION el:ARiNQ e-?IL. ~JAe A \"'iiNIMt..IM l.OAD CA~R""i~ CAPACliY CF 3,eee> p~~oa F=ER eaJA~6 FOOT, ,r: A LE6e e.G'L eSAR,NCI CAPACt1Y !!XleTe-. ceT A,N Tj..;E EtN6i:-.eeR ~ Re6FC\'l~E 6EFCRe FOI....RIN~ i=O.;t'jOAT!~ FC01,NQ, Ae FO....'-OATrON Revle-IO/'ta U./fLLeE REQU;F<EO . TI-~E 6\Jll..OiNG CfF!ClA!.. i~AY CETER."1i:-.e ON ,l'oteFECTrON T\-IAT FOOTjNCs EXCAvATIONa ReveAL eOlll\tO YI~IN 60fL ~.JITAeL!! FCR ;:ot..J.'-iDAT!C\'l FOOTil'4e, !-lIe e;~'l'CFF iN OlJCI-I CA~e 'oU'!..L BE ACCeF'TA6LE. a I Xl c.rp&uM OOAi'<D (NO F'-F<."<iNU! ___J END iJ,'AL.L CMu'e . '<t I ::0 5d CeOLE~ NAILS -2iI 1" e,c. 2x 4 eLOCK NAIL-ED TO EACH BRACE . j "-8"18" 1 r;:~l--- f ~ ~ ,. t- L'3" 1'-8"\ ---I ~~-~~-1 -~---- ./1------ --1 -~-~~~~-;l-~~~~-~-~-----'~ -.-----'.' '> - . ,- ,.---.-.. : , ' 55'-4" --r----J-----.----:---r--___~__________~~~~~_~~~_~_.=_____=_~-~_~~_- ----- -- ~ ~-- ~--- -.- ~~ -- -- - ~,~ - 17' -4" 16'-0" ---~------+ 22'-0" ,~LJ~ J~ , I _...;. . I ' r PROJECT, 'No; :,~~~~. " 31'-4" 2'-0. - --- --- '-.Al-'"'-'--f --.. '-'. --' --" --"I ~~I ~Ae1...! SNOWA1..L. OSTA f 1.. (CA 11-1,' CL.~#) ~ .ll, r " WOOO F=F:CAM! OYEF< CONC~ 61..K# , ., ~ ~ I ~ ..J F=1..AN ',0 U NO At ,. J 0 ,N , 1-'-'" __ _ J' ., '- ~ /~<!./ ~ '.'? ~ ~.~ "': ~;I.-< . ''', ~ , . ~, '. " '. ..:..,' '.. I i " ~; ,~<.;" , ~ ;' , , 1"' . " ,'..... ' I.. .... (" , ,~."> ':~. ' " . , . ' .' . , .".. ' '... 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",":y ~ , ' " ", ~eE"~t..eVAilONe - :," .. ~~_~0<pR eLOPE ,,: . " ii" ",f ';, ," ~. , ,. .~~eur:!Mlt'i). ., ... ....~ ~'R-l~tN€ -g, XfV\A^^^M^^^^^^ .. )~..- ' ,.'";:" ~ ~,~ '\ ., t?/Cl" 'OR~~AI-I- CLG, ~ ~. , , .r "1. " t::::lll , f ~ ~ ;Ir ~r~1I 1_llf I~ '~Ik ~ x ~ '~ COI'lC~EiTg, , "& OWL, ---;. "'~mI'.,8Loc~e IJJI~CRJZO'lrAL. 'JJI I@" ~ ~, . . ~,600t:~ RE! -IN':, ~TO. ~C-CK ~ ~ Wl-E~e F(eQ O. , :-~ ~t 'I'rl. ~ f) ~ ~ N 3 . .-t ,) ~~ ~ ,\lL I z/ ~ ' , '. ." ') ~ T Aa FieERGLAe6 e~Ii\GLI;~ OYE~ Po ROOFiNG: Fi:L T ON 1f2"CO>,< f7L Yl.l.0O . el-leAT~,N:U 1JJ/J.4-CLiP$ ON ":~e:-eNGJl'<E!e~e'o, I.J.)()OO T~aee6 $ 24"O.C., . . -:)d~ . .' .', :' i~lt . '!V-~ ." ~II , . j' . fe x ~ )~ CONCRETE i ~ 1m' I eI..CCK~ IJJ/HC~'ZONT AL S W I~ LAOCE~ RE-:I\F. 0.. (l U;j..lEFte: ~EQ O. . ~I &><&><1~ CGNC.:~~ !: ~l' r- ' , HEADeR 61.<XK ,n ,1 . ) . ~iN. GRAOE"Z~ ELE';'~ ,,1 : , ~h~ ~~ ~ - - - - -4 ~ ' . y ! ":'; VliRT. RE'NF. eeYQNO 1) MAX. 2'-~" O.C. IN COI\C, FILLep CEL.(..5 r+ .. , ) ,,' , '\ FF. EL.EV. 'I . 'r--- - ~ - - ~ -I It ~-:>> '<<~'/~Y(~'>>/\' .,.. ; ~~~~~~wY' . 'I~ (. ~ "-/ ,"/~~ ,:" , JI'l .- /A // ' ! ,,,-,,< ~ !~"x t~""CONr!. 6~K. ~,,'-..// F>IL'AeTe~ 8EYONO wi (4) p;; //}, -- · ? ve:~J'rCAL) . " 1 , , ,"? \fE~T. REIN=. eEYOi\iO -$ i'1AX. e'. e" o.c, iN CONC. FiLLED CELL~ ~ "? VERT. RE INF. 6EYONO -s MAx. 4'.0" O.C. iN CCNC, FIL.LED CEI..Le , . i Hi.."'~!CANE: ANC~C~6 <eee TF<Uee PLAN A~OICR CAl.ee,; , "0 OUJI_. u;1 'ea erc>. !-40Ci<; ALGM. CRiP E!XIC~~ 2xa ~e FAOCIA ..-- I " , MAY VARY ALwM.FAeC1A . eCFFIT '. . ~ ,~ ~" " .. 0 F;N, ClR..1D5 ~.(~ 'i ~.. . , '\. ~ .>l.1l. ~ "/; / -"/ Lt. ~>X (3) "S R5E3A~ CONr. -X'< ~F ~,,'(/, w'3 !'ND. CH.f\IF!6 ,/"- '" '\. '-../ -$ 4e" O.C. M~X. ,-/bY '// / ,_ (3" MIN. COVr::~) ~' ~ /11<', 1--- FTG. FCF( ~lLAaTaF( b )/. v'-.. ~'..14X2'.4"wl(4)"?'~ .- >- / 1- , I ~'J' ';.- ~'1"'Y.0."<.->: /' If a"~} L 2' - 4" " " ('2) ~ REeA~ ceNT. I)JI "2 \=NO. Cj...JAi~o -$ 48" O.C. 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ReeA~ CONi. .1 . wI "2 P;NO. C~AI~6 .1")" " 6 48" o.c.~~ (3" MIN. C()v;:zQ") .. ~ ReeA~ '-.rE~T. RCIl'<F. ,BE-YO~O -$ MAX. e'.e" o.C, IN CONC. FILLeo CELLo ,--:::,<~ -.- - - - ""- '~~EeAR BENT 6ACK 4" I., '- ~ ~E8A~ C01....r. ;:: t: , ~ · -l-iCCP f.Ji;Ft.~fCANE Ct.:P --- TP4X Tep PLATe Al\Ci--<CR 1t EAC~ ~TtJO AL T. PLAT;:: ANCl-iCR ~1~FOON 6P2 CR ep4 - - -~., I .. ~-----------------t ...~ ~ ------- '1" ~ ----...- '"' '"'I . AL--' 20" .)1 ~-Jll TYf='fOA1.. WA1..~':eEotroN ~, Y. ~- (2J'S ~eAR COOT. I ) 1 <~" MiN. 'COVER) /_...-!1~~ ~14 -1 .~ - 2")(4" eTt;D~ s '~/I o.c, o f;ZOf='f='S0, e1..Ae , >- r.t: <'( > >- < .::E ~~ '-t. AL i. FLATE ANCl-iCR '" otr--;pOOt'l OPI - Tr:>4X TCf> PLATE A\tO';CR s EAC~ ~T\)O 2 ")(4" P.T. .j /:112"?"~"ANCl-iCR eoL To IVII" OIA. u.Ae~ER / I OR 112" X~h oELF CRILLINC, ~ eo!. T 1t 4' .~u o.c. V ~ ".' "At I '--t. AL T. FLATE A:v;I-"CR '-...... ,e>IMPQO.'l ~P! /,Tf04X TOP PLAH: ANCHCR 11 !!AC~ eTl,;O C'i'211;.c:41l p.r. . t(O . 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INT. f='Af;ZTITION ~ J /-112'" 8' 'L' eoLT / ./ 13 FEI'< 810~) )l 0 ~ .' 0 ~ ~1, pr arM PLArE ~ ...__________ JJI 1/2" Aa 8 32" OC. ~ -----.. ----of~FoON 1--43 wi e . ed NAIL~ '" VERT. WALL F!E ,l\~. 'AMEN '0 ""'''''ION' Ac FRAM;"" ('~O.H CELL5 e.OL.ID (3 r::-eR eICE) "'--2xe PT 6fCE PLATE L.OAO 6EAf;Z fNG ~I~CI. Of;ZOf=' eL.Ae - c------ t- r~ ~ ~~, .. j - ..... - '.,:.;... .. '"' (2) 2~12's -- /' SIMPSON #HU212-2TF--~' , HANGEf~. OR EQUAL HURRfCANE CLIP .... 1::::1 ',', EJ - I [~ ~ i I I I ~-(2) #5. HO~Z I I , . ~ , . " I. ~ . ,: --i :.: "'";. - 1 , 16")(16" C~V COLOMN 8"xi 6" IN TERLOCKI~G 8Li< - #5 VERT 1t'J FILLED CELL W/HeOK $}: TOP ,I . '. ;<": ~ .:. . ' .~ { . . ;:~: :t::F <" t:::: :~~ !:; ~--, ~~~ t-.' ,. ~D MAeON~Y TO I=f;ZAMS OONNSOTION OSTAI1.. l~ ". <~ ~ .' ,'.' :::: r "I . i:-. .... ~ J:f: , .( IY -E .' --' K.O eMU BOND BEAM - 5EE PLAN FOR ELEvATIONS -------------------- "------ -... , , ::: I ," . \:' I #.5 DOWEL W/20" MIN. LAP SPLICE ~? BAR TRANSiTION STEFL ACI STD. 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I ,e: I 5 ~ 5 ~lt ~ ~ I C A l~ T F1) ~AN " , , , , t .1 I .1 1 : . ...: 'f ~ . ~' t , .. . ,i : " e' ~ ~ (~ '. , . < ., :,;~ ..' ";1 . , C '~f, / \,.... ' '~'. ":"''t ' \', " . \.~~ift:.;~~;.' (~~:\: ~;:~,; ~ 1.- '~.}r~ ~i~',>.~ ',: I /" t~ ~:(-<!~ ~~i c" .'" ~l .~" ..... ~"!. :;.' , ... ~-J> ::, ~ _ " /'~. - \" :~ '.~~' '~ .... ; '<} -" "" .' it . , , " " , , ~I '", ( ~ ,.( , I, " -~ "~ ~ '..... ,\ .t;' , , '.:( ,:.,<~\: ; >: , ~_:;' ,'~; .,)... . . \, .', '4 ~:' '. '" ". .A , '.' , " 't " <, ' . . l L r-- I ~ o $ dJl.l. ~ <D $ t 4:b .. ' . -< " " . " . ',' ~ r,_ . . . ,. INT5!=<IO~ =l..eCi~ICAL. OUTI..E" I..OCA TtON~ (/) 5 (f) 5 w 0:: ~_ _'__ _==~~ ~==-=~~~_~~.:~_~~ ". ~~~~-~~~ -~ ~~~;cll s ~ WALL. BRACI<ET Ll(;l4T , " ' , t I I I rl PADDLE FA.'l ~lrCt-l (l..OCATE QVE~ FA.'l Lf(iI-1T $\l)ITCt-l) I-- EXT, TCRC~ l..:c;l--IT CARRIAGE -I L IUHl' e.u;IrCt-l D...F'LEX OUTLeT AT i<ITChEN CO\.lNTE~, REFR((i" WAe.\-iE~ A\lD 6A~e OUTLeT~ '.0 (j) I r-- N I co '.0 (j) 1 O'l N J ~ >- aJ (.) W o w :r; <.) Dt..F'LEX OIJT1~eT AT I vANI'TY CO\;."TE~ ~ '. -- <i ~ '. aTA\lOARD ' ,~f'l.ax ourLer ~ 00 >- m ~ ~ <{ n:: o ~ o ,~ -I ~I ~ 't ~I I ~--~~.l- ~-~-- . ~ N f- a. w ~ I , I I L -:==:=~-;:::=::: ---=-=-:'=':"~ ==:::::: ~-~ ~.~--.~~.:.-:- - .---- ~~:--~:-:-:-~ -...:-::.. '":.', :'-~ ~,.I ~. Q.. ~ c,. .~ ~ ~~ ~~ .~l'-.. t . t ~ <0' ~'Q') ~~. -- 'II ~~ A. ~ ~~. .~~ Si.eCTF<ICAl.. NOrs& ~ en .~. \'tl ~ rm - .~ -~~ -~ -~ ~ .. ~.... - ~----- _. ---"- -- =- _ -:::_-: _:_~--"-='-1 ALL WORKi1AN6WlP AND MA r~RIALe SI-lALL COi\FOr<l'1 TO ALL AFPLICA6LE CODES SUCH AS THE NATIONAL ELECTRICAL CODE, LOCAL ORDINANCES AND POWER COMf'ANY REGULArIONe, 6.+" t:; t). ..,-'pt" tl~c SUBCONTRACTOR SHALL BE LlCENSED, CARRY ALL AFPLlCAeLE INSURANCE, AND HAVE A CUR~ENT COI...lNTY OCCUPATIONAL L.ICENCE. SUBCONTRACTORS SHALL INCLUDE ALL SPgCIAL FEES AND, PERMITS, l.AaO~ AND MATERIAL, EQU1FMENi AND ELECTRICAL EN61NEERJN6 NECES&ARY TO PROVIDE AN AFPROVED WORKING &Y5TEM. LlG~~T F1XTURES EXCLUDED EXCEPT FeR FLQURE6CENT FIXTURES AND ~Ece:5eED L !(1~T5. " ,~...=-..:::..:.~ =::~~--=--.,-;r:_'-':_- :::-.:: r--: ..J o N. ~i . S1..5CTF=(ICAI.. eYMeOL..~ L..E~eNO --~.....----- .:~__ --~----:.~---------.-------,,--~~--....--~~~~==-~::'"l '(1) (l( lU t-- ~ lU <{ (1 .;.J m~ III /8 0, ~[ . u.. . i . . CE I !.1Nt.:J LIGHT l"SJ <0 TEL.!!'Ila!G.\l ~FO::E.UJ1!'<:E . 2 Tfil.EP,...:c......e FRli.JN:<:e o '. ex~Ci<e ALARl'1 '~ FI..OOO L :61-lT ~ 09C~ eEl.L C~lt-':E Ie-~ A~P, PA....EL ;:C:ECEe3EO CAN L :6~T 'r------:( ;.------ e~C"~ FI,.I';CREecE~T L:~~T . :Ie>',( Ol..eLEX RECEPTlCLE 2'2(/)'IOUTl.Er j-----, I , I I L._____.J 1'X 4' FlI,jCRee<;:ENT LiGHT il~V Car.!. OJTLsr &.J.HCI--ED D..PLEX R!!C. ~....,.... . !!LECT~;CAL. iJJl~l~ !7'" f"'" _- a -_' ...,.) ~'- ~ T~Ci< L;(iHT!~ )l,..1'iCTlON 60X ~ !.'ClI.4T/EX. FAN '" / I b-- \ , '- , , \ ._~~ I / ./ . 3,:-.lG-L.S POLE &JJITCH ___J______~____u,u ____, .....-----------~-~ ------<..---' ThREE WAY t..'CI~H e<.t;liCH CEIL11'-;~ FAl'<< GARAGE coc~ CF'Ei'\ER ,. ,"" J'. . [. l.'. " .! .' , .' " . \ "'.' < ~ , ,~. o~:~ ./~ +',~: '.~ : ~""~ ~ d . ., ;'/., \ , " ./ . .. ~ ,~ .."; "- i . ~ ,:' ~,;'. : :!~~.'~:: ,:.-.,:, ~< -: : . ;.....; <';' , , , :.: '."~;~ .;"~~'~, I,. ,