IF] 906.1 Wtlntrrqulrt'd . f'orubkfiree:>.lmguhb.m<>h~JI~m,tJIIe.:lmthefollo"mgloatKJn•

1 IJJC.rot~r>b..B.E.F, Ii.I,M R- I.R-1.R~WlLISoccHI*ocic<l

E:~tt"pllon ; In Group R-2 QCCUpiln<:t~. pun01ble firt' tltmgutsh<;r:~ $hill he n:qutm.l only in lo..-:~tllln'i :~pCt:tf!C\1 m lt.:'nl); ~ thmu¢16 "'h~ e:Kh d ... ru,,.x, ... m 1~ pro>Kied" llh :~ porlablc fire e>.nngul\her h~•mg 3 mmtmum r.~hng of 1-AIO-B C'.

2 W11h1n 10 fr>:t )914.1 mm) of~<>mmcn:~<~li.IJI.Il.mg ajutj'lmCnl

J In ••~o~s "hc11: Opmmlltok or ~omb\l~tiblc hquods arC'~"~- u'led or dt<p:~t)C'I)

4. ()n c...:h floorof!ilnK'IUr.."S und..:t con•lrUCLicm, ("~CC'(Il GR>up R-3 OCCUpan.;tC'>, tn «ec~ "llh th~ Flf>r'J,; F.r.• P~("'C<f!,r"' (t>f!r

~- \\licr~ rcqutn-d~ th..·F/<J(]Jaf".n:Pn:•·•·ltr.r;w(Qt}.-.

:rt~~tal-W;ml :11"1.'35, mdudmg l>t,U not hmH¢d to bbonLorie~. compuLer room• and gC'IIenLOJ I'I)Ofn5.. 11 ~ requi~~ the fi~euo:k

I F1Tablt906. 1R~'"' "'-

IF)906.l GtntrMi rtqul rfmff! IJ-Putw.bk fire CA\Jn~ut,lk:n. •hJII to.: ~!d. led sml m~L.1II<>.i m .s...oord.loc.: "llh th~ '-«1100 md 'FPA 10

I The U'J.'d ,hst:mcc 10 reach~~~ ,;:-;nnjltushcrslulll not apply 10 th• 'JlcriD.tcr to:~ung ponJOII!>ofGroup A-~ Oo."nnpW!Ci.:s

2 lnGroup!-l.pDJUblefi~utinguis~iha!lboepermntNto~loc:ued::ll>l:lffloc-alions

[t'[900.J Sir: raad diJi riburioa. Th~ tlf...: anJ dlsmbuuon ofportahk f1rc :~ungu1shcr5 shall tx Ill a.:;:or.br.;~ >~llh Seer.,·.,, 9Utd.! thmtrgh C)()(,J.J

U G!Tr (Lo,. ) I!Al.A RD 0CC L7AXQ ORDI'Ain {'1odt!'111r) HAZARD OCCl'PA 'iCrTXTRA

~~~~RD OCCl ' PA XC \ " hntmum Ratetl Stngk Elltingui.b.:t=:-Ac2-AJ-Aa~1a:dmum F!cOOf Area Pcr Llln of <\3,000 squ~rc f.:o:"~I,SOO!O.juate

~=~i:m~~!oor Ar~a for E ~ tingulih.."Thll.150

squarcfcrtl1,150 Mjii3Uft<l1 1.250 r;qullff f.:.:I Ma.\lmum Tr~-.~1 D•>tancCtQE~hngtmhcr75fcrt "~fcrr75fl:.."1

FotSI 1 foot•JOJSmm.l squaref00f•0()Q29m1, 1 pllon•J.~8SLI T"·o212-galloowatn-cypcclltmgu~Sb..-r1W!l~decmcd the cquiH1.kntofone 4-A n~tnl c~llllfiU'~hcr b. -\rille.'< E.J.3 oft\FPA 10 pro• Illes mon-dct;uls conccnnn¥ apphcJIIOII of the ma.>11mum flour urn crnena c T"(t"llter-t;-pc c~linr;:ui~hert coch "nh 11 ] . , \ 11111ni: ~hall~ dccmnl the cqui•u!em ufonc 2-A r~tC"J C:l.tmgw..bafl'I"LighlllO")H&l.llf"d0ccup;mt"IC'!I.

WI TABLE !106.3{! ) HR£ EXTL'Gl 1SII ERS t"OR FLA.' L' IABL[ OR Cm JBLSTIBLE LJQl iDS l\ IT II DEPTHS LESS TllAXOREQl"AL TOO.l51XCII

TYPE OF IIAZARDB-\~IC ~ll "'i 1 'll"\t •:XTL,GLlSII ER RATI:'\G.\l,\ XDILo\1 TRA\"EL DI~I-\..,CE

TO EXTI'Gl'T'iii ERS ( rHr)l t~ht (Luw}5-B3010.B~maf)

J~lodcr~te)IO..B3010..BSOExlr.I(Htgh}10-B30!10..9SO

~~~~~~-~~:'~;t~n ~~":£~:~ ~~l}.lll mm l\ole: Fm rajUirc:m.,nt, on "'3\Cf-.olublc tbmmablc hqutok alllllltemau'e ~IL.mg

[F[ 'ffi6-l.! Cbou;A.firr buanls. The mlmmum """am.! Jl)tnbuhon of portahlc fu-c nUII~III>hm for OCCUJ"lll'll:"l th~t •moh~ 1'111111t111) Cla!.~ A fill:" hal Nil· srun cump1y.,.ithT•bk906;c h .

[~1 9116.3.1 CbY R fi r~ bn .anh. Porubkfircc.~tmguiJh.."l'Sfor occupancicsm•ohtngllMtrnablcOfcombusltblchquldswtthd.j'I!MkuthaoorcqualwO.~.'\.m.ch

(6J5 nun) shall OC to:lxtcd llDd pla.:~d in ~corJC~~Xc wtth Tabl~906 3l~l

ron,blelirecxtm~o-uid~oCI'Sfor occup;IDCitsm\ol•mg!bmrtUJbl.:orcombushbl~hqu•ds "'llhldqlthofgJe:llathaa02S-m.:hJ635 mm),;hallbc~lcckd!llnJplacctl lnoccurdanl:c:"'·'th ' FPA 10

[J.1 906.J.JCbuC firo: bu.ard~

Purubk fire CA!I!'IIlu''hcnl for Cia-. C fi~ h.wml~ ~11311 ~ ~elc-ct e.l .u~o.lpl~.:d on the oo~r,ofthc: tmUC'1('3t.:d Cia." A orB ~nl

IF[ 906.3.4 Cb.~t D fire hau nb. l'ortab\,; fire ~~tmgu•~h..."Tll f<>r !X'\'"UpllliC!C'S IMOhmp; cnmhu1t1bk Tfl('lah shall be "-'kcl~ llnd pla.·~-d '" ar.:.:..ndancc w1th 'FPA 10

IF[9ti6...1 Coo i..Jng~:n-ut firf".

Fi~eMtngut>hcnpro'tdcdfortheprot.-eltonofcoolingpe.t...efit.:s~h.t.Ub.:of:Jn~<JH"V'''dt)-pcC'oml"'lible"'iththe;\U\Qm;~lk fir.:...-~lmgoishing s~skm agml nntl m ~bncc "ith lht Flundo. F..-1! Pn-":""""' (oJ,

1~"1 906.!' Conspl cuou s 1oc: a tlon .

Purt:lblc f11e c.'<IIOJ::U"hc"' \h~lt be loc:ut!d m con~ru:UtJu~ I~;X;ahO<I~ "'hen the) .., ill be rC'll<lily acct!'<Siblt and lmlncth~ttl) ~·a•1ablc fur usc Thc-;c locauun• ~JI! ~ ulon~,; nunnal!'l'lh~ oftro~•cl. un!C"•« the lire c011t! offic•~l dettrmincs that !he h:wm! f'IXnl uKlh;utC"t then.:.:Jfur rl~K:emcnlawa! fromnomtalf\3\h<oftm•c!

W[ 906.6 l.notl'lltUflrd.,.dunobo<urt'il . Purtabk fire c~cmgu•sh..."Tl oha!l not bt: Qb,mu:tcd or ob,.;ur.J fmm vto:w In moms or ~r.a• m "hiCh 'tSUII ot>5nucii<Jn canll<ll ~ CVIHI'ktt:l}a•oi<kd,•ncans:lh:lllb.:-pru"dcdtu•nd•cat:tloc1ocac>Un>ufc'llllt:U!>h."f'j

[F[ 9tl6.7 11an;m;udbru kru. Huad-lu: IU pon..ble fire ~umaut~h!!B, DOl huw.al m c:thtrre!>, .h~ll bt: Jru.ta!kd an the h:tngm; or br:tclo.et, $upphM H~m or br.odct,; shall be ~urcl) anchorc.J to the motrnlln~ ;uri'IK'~ m accordance wirh chc manufiu:tur.:r·, 1111lll1lauun ,n,,ru;:fion!l

[F] 906.11 Cabi n ~ts. (llbmch 11..-..ltu hou<e purtJbk fi~ ntmgtll•hcN ,n.u rooc be !o...~cd

1 ~ he~ llllrt~blc fill:" e\tinJ:.'Ui,her• <llbJCCI to maliC IOU~ u~e or d~m~gc Jt"C pru• Mlal .. nh !llfllt!ans of~ ac.cr.<

2. In Group 1-3 IKCUfl'lll~te~ ~lkl m mental h,:Dllh arc.1' Ill Group 1-~ IKC'Uf'llllCte~. atcc'' w fM!rl.3blc fin: eAtmgtu,ho:r-1 shall be pennmedtobclocledurLobclucatedmslllffloc3tion;;pro•khi~ruffhB.lc)>

W [ 9116.9bl ingu!Jherio~l a lla!lon

The mstallaLion ofpo!1llbk fm: :~tingu1~h~-n shall be in ~~econlaoc;: "'"Hh S.:ctlOnlt 9()6.q Jlhrough90611 J

[F]9tl6.9.1t:ulneuiJh,nwelehln&JOpound,oriHs. r utUbk li re C\llllgu!~hcnl hJ•mg a gruo., .. t1ghL nut cucahng 40 pound~ ( lll).g) ~lull ~ rn~l.ttln1 ><Oth.!t lhc:li!Of'- Jre oolrnon: th.:m 5fe-et(I~N mm):tbo•elhefloor-

[Ff 906.9.1 f.~ti nguil h tn .. eigh ingmorr than..Wpound.\, H ~nJ..held purtahlc fin: e~llll!{UIShcrs ha••ns: a ymss 1'1CI~ht nc-cedm¥ 40 ['UIIrl<l> (I~ k!l} shall be: if"6l;jllnJ so th.lt their tops a~ no.ll rnon:than3S fecL(106·mm)~l>o•erhcf1oor.

IF[ 906.9.3 Fiuorduran«. ~~ 1c1~oecbfiv.«ntbrftoot.:mdtbcbouomofuw:lllcdhJnd-bddpon:.l>lcfirer>:nngutsbcns!ullnoLbtlcsothanlmch.."S(IO~

[F[906. 10 \\hH'iedU IIh\ Wht<[c,! lite e.o.tin~;u•~hers ,it., II be eon,l'1WOII•!~ luc'te.l m a dc~IP"'tt<l !out lOTI

ANY FUTU~ F I--IA5E UPON EVENTUAL TENANT U&E UNDER 5EPARATE FEFiMIT

TO PROVIDE FIRE PROTECTION A5 Rf;QUIRED 6 Y OCCUPANCY USE.

EL ECTRICAL, MECH., FlUM61N6 AND ADA MODIFICAT IONS FER F6C 2CZII4, ~TH ED.

I ~VRO~~~A:_] __________ _ _

-------- --- ;l -- -- -- -- -- -- -- -- -- . ~ I I

lfil- I I, = •-=-m~ 1'

I I ; I I '',,, I !il I ,"e.

I I '~~~~ 11 I I ---~~,

I I EXST '"'·I·'\ ',,,' I I : I I • EXST BLDG ',,

I I •• =' ~~~·'"""""'~ ',, I I I I I ~ ND INTERI[Jl RENOVATI~S IN THIS PHASE ' 1 I I I I ~ ~L y STla.CTlRAL SHELL If APPLICABLE.

I I ~ COIJRJ). VITH ALL SHEETS, TYP. .

I I : I I ··~% ··~ ~·-· ~"'"'· ~~.,~~'"'m' I 1: I I : I I ;~\ I 1'

I I : I I •.\ I 1'1

I ~~ I ~ I I I I ... \\\ NEV a' X 16' PILASTER lli • SEE AU SHEETS

I I flLL CELLS \liTH I <I)

I EXIST e· cHu TYPm R£MAIN ~R VERTICAL I ~ I I ~ 1 ~ REBAR, TYP. 0

I • • I 1: I L _~ ~ ~ ~--

= ' ~ FIELD VERIFY I 20 • 0F.Y.

-46'· 1Z1"

FIELD VERIFY ALL OIMS.,TYP.

EXISTING EXT. STUCCO SYS TO BE REPAIRED AND REPlACED AS NEEDED TO ACHEIVE A CONSIST ANT WATER BARRIER AND FIN. SEE SPECS REPAIR ANY CRACKS, OPENINGS, INCLUDING ANY GUARDRAILS, AND RODENT SCREEN OR BUG BARRIER ANY AREAS FOUND AS REO

INTERIOR WORK NOT TO BE ADDRESSED AND N.LC OUTSIDE STRUCTURAL COLUMNS BEING ADDRESSED FOR LIFE SAFETY. SEE STRUCT. DWGS.

LEVEL ALL SlAB ON CONCRETE, PER STRUCT SPECS, AND ALL CONCRETE APRON OR GROUND TO SLOPE PER CITY REOS, COORD WITH CITY REO.

GUTIER AND DOWNSPOUT FINAL LOCATION, COORD WITH ARCHITECT AND OWNER

N 0 T E: Thie A5 BUlL T d r aw ing or record or eupp!ied epec:lric:at. lon and int.ende

uee hou been prepared. in part, b.u.ed upon lnronnat.lon rurniehed b!:j ot.hera.

:.~~~OSED SHELL WALL FLOOR PLAN~

PLEASE COORD. WITH STRUCTURAL PlANS THAT

ADDRESS PRE ENG. TRUSS ROOF SYS AND ADDRESS STRUCT

~

TM Arc:hii.ect aaaumes no rse.pOI"'S lbilit~ ror t h!l .accur.a~ or lhi to rec ord dr.awin9

o r recOf'd spscrrtca tlon o r ror .an~ erro rs o r oml u l0!".6 tha t ma~ hav e be.,., r'ICOf'pOf'.atec

ll'lto It .a e. " re sult or Incorre ct lnro rmetlO!". provided to t.l"c!! Architect. Tho!l~ r1!t l ~ ln9 on t h!

record c::tocumen~ are ec::l vi&~d to obta in Independent v e rific.s tiOt'\ o f 1'1.6 6CCu; .,C:!-

REINFORCEMENT OF WALLS, VERTICAL CELL LOCATIONS, AND POINT LOADS. SEE SPECS

-CONTACT ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES IF FOUND

1M MEDIATELY., SEE SPECS., TYPICAL

eA~ &IZE .. .. ... ... ., ...

'!! ¥ "I

ffl·~ , _

. . ·. " ' .,

·.,·

~

r~. 41@

OIANQA8p ¥ • f,.fQC!(; OI.ANQMQ Nt HQCX

REQUIRED LAP SPLICE, EMEIEDMENT, AND I-lOOKED REII'-FORCING STEEL (INCI-lESJ

GRADE <1<2) GRADE t>IZI

eEND LEN&~

LAP eEND LEN<ST>l LAP DIAMETER &f'LICE DIAMETER &f'LICE

'A" "8' 'C' 'D' 'A' "8' 'C' 'D" 11/& o4 V-4 1 I!'> V-4 """ !l 11-4 18 2V2 !'>/& !l V2 .,, 3 !'>!'>/& tll/2 " ~118 1 lf3to4 2& 3 3/-4 1 1& 112

3 3/-4 &1116 14 3IZI o4V2 &1/lh 18112 3h -431& !ll3/lh lhV2 35 & V-4 !ll3/lh 21 3/-4 42

& Ill!'> 4 14 <Ia !l tlbh 2& 114

liZ/ 14- I ., II &Ah 34114 ""

REElAR ANQ I-lOOK 5CI-I!;QULE ec.Ai..E• 3/~ 1 •1'~£1•

SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U LINTELS

<-<-- SAFE LOAD· POUNDS PER LINEAR FOOT

LE~YPE ~1T .,2-1Tiflt-fllflD-ITifl+-1T..._1Tinl-il

~21' ·12-Zl'lfli-2Tifl0-2TID4-2l'lf»-%flfl2-Zl'

2'- t0"(.14j PRECAST 1m 3113 +MD 5747 7034 am ... tf72 .5173 +MD 5747 70)4. IJ21 ..

t-t: (42j PRECAST 1511 ~ *1 .... 5511 .,, 7IJI 1!ill 2!24 .1547 4511 WI •u 7IJI

4'-o" (48j PRECAST 1JI3 2112 3Im Jill 485J 5740 1127 1ll.l 2112 3Im Jill 4853 5140 IIZ7

4'-t: (54j PRECAST 12D71M0%724.BJI4212'Mm-1 121'7 IMO %724 JIICI 4212 !1m •1

5·~· (ll4j PRECAST 1C11 1U2 2ZIO 2Mf lll11 421! C-4 1011 lUI 2210 2M J1111 4215 4II:M

5'-t0"{70j PRECAST D 1412 21».1 21M !215 B7 ... 121 1412 2D1J 2114 .J2I5 B7 ._

8'-t: (78j PRECAST ll5 1~ 11!10 2411 2151 3.- .a.JI IJ5 1~ 11m 2411 21111 3481 40JII

r-t: (901 PRECAST TD 1021 1134 2102 2571 J0J1 JIICI TD 11• 1134 2102 2571 JQJt 31011

e·~· (112jPREDST !11 .. 11 1-m 1811 21~ 24M Jilt 151 1.121 nm --. 24tJ ~

IO'-t:(128ji'REDST Ql e52 114 11115 IW tT.JZ 2DD7

5JO - 11&1 1521 1115 2204 25M

tt'~"(IJ6jPRECAST 474 4115 ,.. tOM un ~to me

.... - 11121 M22 1731 2QS.l 2Jit

12'-o"(144jPRECAST 47a 441 nJ ... 1151 ,. tell2

47a 54.1 m I.MI IM 1041 D47

lf~"(l 60jPRECAST 411 m a m IG 1141 1l21 a 466 m 1146 1444 1111 1tll

14'-o"(t88jPRECAST JM341M1723117KISZI211 410 420 7at 1050 1434 , .. 111154

14'-t:(l78ji'I<I51RI5SDl u l2l 011 m I2J m 1121

241 .sa 155 - 1l:H 1125 1174

15'~"(1&4ji'I<I51RI5SDl 224 ;m - 1121 7ff1 tot 10152 2lCI liM ... 7 1224 1511! 1101

t r~·(208ji'I<I51RI5SDl IIi' 255 404 MD 137 ~ 112 112 JQJ 500 731 ., t2ll 1470

19'~'(2l2ji'I<I51RI5SDl 112 222 l47 ..... 541 '" 7441 ,. 211 42-4 111 131 10&1 t225

21 '~"(256ji'I<I51RI5SDl 14l 1. JOI »J 4410 lif7 1&4

14l Dl - U1 71J ., 10M!

22'-o"(21l4ji'I<I51RI5SDl 137 112 215 m ..., w m

1» 221 »4 a •t •1

24'-o"(2BIIji'I<I51RI5SDl 124 17'5 217 341 411 .. , 124 2111 Jll «10 11X1 758

(f)ll£NUW~I<I'>REII!HESISM£PEIICENTREilUCTIOHS Flli!CR40FIElDIOO!DR£1!Nt

• FIELD VERIFY ALL DIMENSIONAL SPANS AND STRUCT DWGS PRIOR TO ORDER INSTALL, MFR. INSTRUCTIONS AND SPECS, AND MINIMAL BEARING OF 8" EA. SIDE U.O.N.

GENERAL NOTE: · CONTRACTOR TO PROVIDE UNIFORM AND CONSIST ANT NAILING AND FASTENING WHICH UTILIZE TEMPLATE LOCATION CONSISTANCY & SPACING,FINISH. AND CRAFTSMANSHIP.

- OWNER AND ARCHITECT RESERVE RIGHT TO REJECT NONCONFORMING WORK AND LUMBER SELECTIONS.

-STRUCTURAL TO USE CAUTION AND SAFETY AND PROVIDE TEMPORARY BRACING WHEN REQ.

- CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION.

- CONTACT ARCHITECT AND OWNER IMMEDIATELY OF ANY DISCREPANCIES IF FOUND.

CALL BEFORE YOU DIG

.. ""•·

~ 0 lJ_ ill t- ~

rriu~ L_J('{) UJ_j_J Ot-lL -<t (J) --l:::J'<t Q__~o__ UJt-r:: ~w-<t 1.!-t-t­u"<t:t­ot-w (If (J) UJ lLUJ~ -l_Jt­_J-<t(J) wwo I~z (J) ('I

-<t:'<t('l _J 0 . _J~(J) zo~ -<t_J~ >tL~

~­

~

:::lo I =:) _J <D _J

<[ ~-­':!./.0 oj:!:l jyS: t-0 <til". Q_<t

~-CHECKED: PAS

SHEET NUWBER

A100

-

k . L ..... . .. l L B (/A,"/A__.>.. EXterN<> e"IEH UIAU. FOOTING. I c.M.ll.UJ.A.LL

61EH UIAU. FOOfN6 IeEE

o . .e PLANJ

NEW TO EX15TIN6 FOOT!~ I 5TEI'1JJALL DETAIL

-(D FILL UNTEL AND ALL CELLS ABOVE UNTEL

ec:.IIL)IO'ol-1>'

(6i VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY.

(;!} SEE FLOCR PLAN FOR ADDITIONAL INFORMA 110N.

(!) OPENINGS LESS THAN OR EQUAL TO 6' -0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.

TYPICAL FILLED LINTEL A55EM6L Y

: :~ .

EXISTING "t.;"BLOCK w/ 1-#5 CONT.

DRILL 3 4" x 6" MrN. HOLE SET BAR fN EPOXY CAP TO PREVENT LEAKAGE

f-f't---- #5 x 6' LONG E~IBEODED fNTO EXISTfNG "U"BLOCK LINTEL

ri LL EX ISTING CELL H .LL HLIGHT w l :-;ON-SHRI:-;K GROUT

#5 x 6' LONG H IBEDDto INTO EXISTING FOOTlNG

DRILL 3 4" x 6" M IN. IIOLE SET BAR IN SIMPSON SEl EPOXY OR EQUAL- REFER TO SK3 FOR INSTALLATIO:-. GL;IDELT'\ES

ALT. RETROFIT SECTION REFER TO STRUCT DIJGS, ALL S~2~(J,• ~.'T~f.S'

ALTERNATE RETROFIT DETAILS: PLEASE REFER TO STRUCT D'w'GS, ALL SHEETS, SPECS.

REMOVE AND RECONSTPii1.1CT EXISTING MA5(::Jt...lron" A60VE NEW OPEN!~ AS REG'D FOR 5TA61LITY DURif'\G PRECAST LINTEL INSTALLATION. •roon-i• NEW M.A&CNRY INTO EXISTINC,; RLNNING: BONO CON.STRIJCTION.. LAP NEW I-IORIZ. JOINT REINF. AT 16" Ot:.. w/ EXIST.

NEW PRECA&T CONe LINTEL 'WI 6 " MIN. BRG: EACI-I END. REFER TO ALL SPECS. OET A ILS

C:IROUT SOUO t'2 J CELLS ADJACENT TO EACI-4 SIDE OF OFENINC;. REFER TO TO VERJCAL DETAIL FOR VERT. REINF. VJ...IER.E IND ICATED

~:~~~~SLAB AS I I I~ "1 I~ "1 I /MAX TPAN'\

O IAGRAH:REFER TO ARCU. FLOOR PLA"-1 FOR OPENING SIZE Al'-iD LOCATION. FIELD VERIFY

2' X 4' RAT R1..tt NAILEII TD EACH TRUSS \II 2 - 16d NAlLS

NDTEI USE3-16dNAR...S

~T~~IRACE

GABLE END CROSS BRACING DETAIL

20'-rf WAX 'Jff-0' WAX

~~""lr-A·..trN~(%))(~Y'ID. I&VHIN.tiiJO~U•MN.••or..f•MIH.4"0C..

f.ll"n3roo .... Q/1. eAV!6. ~ • &AeU !HOe

R0QE PI AN NOTfS· l ~~~I!JI!If"'.ot.c::I!D•2 '-#)"0.C..

2. ~..ac:Pfl'tr0.!8f.W.l.e!:o .o4/0

. '

S. ~ ..x:J'~eMALL. !!e2'-rtc:JII'MNOI1!Df4'-4" JJIJ tDICAITmJ 4. lec:Ct~~c..tPAI!!N..EC.t"EET"tC:i:iFLFT~

.Ae~DTTJ.I!:TJIU!e"""""'~A.TI!.AGW~TO~,I,

c;o.cTNJOU6~0/' I.PLPT Lo.Aee1"9110'11'JIIII.Iee TOIIGUC).4TION..

I-IOL..D· DOlN COC)JTI(;lt{ I~ CCHECTOI'it I ':'-"~ACmE&

.....SUOC61V -4-"'-" eGl.T&ILVEf'"OXY

'X'IIW:£!HD£TAL\~ rrllllJQJSrTTl)jCQO!liiRAQNCI'X4'""

II I I I I II I

8 "X' BRACING DETAIL

SCALE: N.T.S

REFER TO STRUCT DVGS, ALL SHEETS, SPECS.

~ ~ ~ 'b

-!k

CAil£EHOBRAONCo==::T 4'-ll'O/CWAXRJ< FRST(4)ROWS<FTRUSSES (2) r. 4'illACiic eJt' o.c. sn:O£TAI.S.

~ 0

~

IT·-·-·-

8 ROOF BRACING PLAN

SCALE: N.T.S

VERIFY ALL WITH PRE ENG TRUSS

SEE ARCHITECTURAL SHEETS FOR ALL INFORMATION REGARDING NON-STRUCTURAL ISSUES. ANY FINISHES, TRIMWORK, ETC ... SHOWN ON THIS SHEET IS FOR REFERENCE PURPOSES ONLY.

~ >m!MI6 ~AerENEO o~ Y ro lOCH> I>EAM

(12-I.P'I.FV

-CONTACT ARCHITECT AND STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES IF FOUND. CALL BEFORE YOU DIG

oc 0 lL a.()

I- ~

rul)~ L-lr<1 W-l-l l)I-LL -::{ <J) --l:::J"t o_oco_ WI-:L OCw-:t 1!-1-1-\.)"tl--­o~-w rl/ <J) w u:_woc -l_JI­_J-::{<J) wwa Iocz <J) 0l

-:t"t("'.l _J a . _J~<J) zo~ -::{_J~ >LL<O

z · -<{ > 3u ~ ~::l ~ <i f-- ~ u • ~ ~ ~ ~ 5 ~ -<{Q{. s (L-<{ s

~ i OA TE: 02/12/16 DRAWN: PAS

CHEO<EO: PAS

SHEET NUioiBER

®II A101

LICSEP IOXI'£III TO EXAH Al..1. AOa' C<:!C>tnc>*

r-_ eEE AOa' ~DETAIL.&. eEE ftC&.

NOTTOeE Dl&l\.R!!ED

.----

~&TAIIO&AIC>&T~··

I~ Al..1. CliWiORAU JaliE!.

proeeO<&MI!El EXIIITl<;~

ooc.<TO~

~ .. ... ·,

I~~· .· ~ r .-.~ ~ - ..

~ :·

PLEASE COORD. WITH STRUCTURAL PLANS THAT

ADDRESS PRE ENG. TRUSS ROOF SYS AND ADDRESS STRUCT

IOD<lE>91T""IOEQ.eEEAIJ.I!IEET&

VI'•I'IILOf'E

\ DAJ ' ,.... IDUIOEQ.

~NEW IMPACT DOOR SYS EQ TO PUT FL PROD APPROVAL AND OCCUP 1-lARDWARE AS REQ.'D. FMAIAAI-lA INSTALL INSTRUCTIONS, OR EQ. SEE SPEC5, TYP. VERIFY NO Tl-lRESI-lOLD GREATER Tl-lAN II 4" AND LEVEL GROUND SU~ACE,TYP.

PROPOSED NORTI-l ELEVATION

REFER TO ALL Sl-lEETS AND SPECS, PRE FAB TRUSS SYS TO REVIEW SCf.lEMATIC ROOF LAYOUT AND FIELD VERIFY ALL DIMS.

TO MATCH ALIGN f-IARDIE DATUM TRIM LINE ALL SIDES OF EXST. Cl-liMNEY AND ADEQUATE FLASf.liNG SYS AND BACKING PAPER EQ. W. R GRACE, TYP.

PROVIDE RIDGE VENT SYS AND SOFFIT VENT AS REQ FOR FL CONSEVATION AND FBC IN NEXT PI-lASE. IF ICYNENE ATTIC INSULATION NOT PROVIDED IN NEXT PI-lASE, SEE DETAILS, SPECS, MFR, INSTRUCTIONS, (NOT Sl-lO!LN FOR CLARITY, TYP)

1-lARDIE BOARD SIDING OVER VB. WITI-l PAINT FINISI-l, COORD WITI-l O!LNER AND 'Cc' ARCI-liTECT AMY FINISI-l SELECTION, SEE SPECS, TYP.

REPAIR PARAPET AND FLASI-l AND CRICKET Cl-liMNEY, SEE DETAILS, SPECS.

PROVIDE:," MIN. GUTTER . · · .· · f ·. SYSTEM WITI-l ADEQUATE . · _. . · '· f.

COORD WITI-l O!LNERI ARCI-liTECT IF METAL NUMBER AND TRIM WORK IN FINAL PRICING, SEE SPECS, PROVIDE Sf-lOP DWG TO ARCf-liTECT.

1-lARDIE BOARD SIDING WITI-l PAINT FINISf-1, COORD WITI-l OWNER AND 'Cc' ARCf-liTECT AMY FINISf-1 SELECTION, SEE SPECS, TYP.

£ 6" FASCIA P.T. BOARD OR MATCI-liNG f-IARDIE BOARD,

_...-:::::::] 5

SEE SPECS TYP.

ARCf-1 FIBE~LASS Sf.IINGLES OVER 1130 FELT OR W. R GRACE (COORD WI TI-l FINAL IN5UL T SYS OWNER SELECTED AND OFFER PRICING DIFFERENCE FOR ALLOWANCE) OVER ~" (SEE SPECS U.ON) CDX PL "!"WOOD (SEE DETAIL ALL Sl-lEETS) WITf-1 Sf.lEATI-liNG PATT DELINEATED FASTEN WI 8D NAILS 6" fil EDGES AND 12" AT INTERMEDIATED FRAMING OVER ORE-ENGINEERED TREUSSES fil24" O.C. USE RING Sf-lANK NAILS. SEE SPECS, TYP.

-----GABLE END TO PROVIDE MATCI-liNG --------- f-IARDIE BOARD GUTTER TRIM WORK,

COORD WITf-1 ARCf-liTECT AND OWNER PRIOR TO CONSTRUCTION. PROVIDE 1-lARDIE SOFITT SEE ALL NOTES, SEE SPECS, TYP. [ . ···· · .-~ ·,_: \

DO!LN SPOUT SYS BY OTI-lERS ' . · : · ~ o ·.

EA. GABLE SIDE, G.C. TO ·.~ . · . . . . . ~ . ; --__CEMENT STUCCO AND PAINT AS PER OWNER, COORD ' · . _I ~ FIJI~ SEE SPECS TYP. STOF:MWATER AND COORD WI TI-l CITY SUPPLEMENTAL INSTRUCTIONS OR BY Al-lJ. G.C. TO FIELD VERIFY WITI-l GUTTER VENDOR AND CITY INSPECTOR PRIOR TO ORDER I INSTALL, TYP.

REPAIR AND REPLACE ANY STUCCO FINISI-l TO MAINTAIN A GOOD PROTECTIVE AND CONSISTENT FINISI-l, SEE DETAILS, SPECS. VERIFY WI OWNER FINAL PAINT SCI-lEDULE

CONTRACTOR TO VERIFY WITf-1 O!LNER AND ARCf-liTECT PRIOR TO BID IF OPTIONAL PRE FAB AND PRE ENG DOOR CANOPY. SEE MFR SPECS AND FL PRODUCT CONNECTIONS ONLY. COORD WITI-l ARCI-liTECT AND OWNER

1/4" Cl-lANNEL SCREED CONTROL JOINT EQUAL TO FRY REGLET PCB-1:,-2:,12:,, TYP.

VERIFY EX. GLASS BLOCK CONDITION, REPLACE AND MORTAR PER MFR, INSTR, SEE SPECS., IF OWNER ELECTS TO CMU SEE S TRUCT DWGS, SPECS, TYP.

NEW IMPACT DOOR SYS EQ TO PUT FL PROD APPROVAL AND OCCUP f-IARDWARE AS REQ.'D. FMAIAAf.lA INSTALL INSTRUCTIONS, OR EQ. SEE SPECS, TYP. VERIFY NO Tl-lRESf.lOLD GREATER Tl-lAN 11 4" AND LEVEL GROUND SU~ACE,TYP.

PROPOSED WEST ELEVATION

~ 0 LL J.[)

I-- ~

illo~ L_J('() W-l_J Ut--u.. -<1 (j) -_J~-<1 Q_~o_ LlJI--L: ~w-<1 !!-t---1--­u-<rt--­ot--w nf (.f) W ILW~ _j_JJ-­_J-<((j) ww 0 I~z (j) ('I

-<:l:-<(01 _J 0 . _J~(j) zo~ "'1--l~ >u..C()

~-

::fu ::J _J U)_J

<:it-' '¥-u l)~ rg5

!liM II i DATE: 02/12/16 .( ORA~: PAS

R CHECKED: PAS ~ PROJECT: 1607A

; II SHEET NU~Bffi ~ A102 9

PRODUCT APPROVALS FL APPROVAL NO.

CHtTECTI 0\\INER PRIOR TO ORDER) VANILLA SHELL ROOF REPLACEMENT FOR: CONTRACTOR TO VEfUFY All SELECOONS INITH AROirTECT OWNER PRIOR TO ORDER

FLORIDA REAL EST ATE TRUST/ LLC 800 S# 22ND STREET

BUILDING CODE DATA TAMPA/ FL 33005 LOCATION:

806 S.22ND STREET TAMPA, FL 33605

CITY OF TAMPA BUILDING DEPARTMENT AND FIRE DEPARTMENT AUTHORITIES HAVING JURISDICTION

THIS Bli(LQING VANILLA EXTERIOR SHELL REPAIR ANQ ROOF REP( ACEMENI WAS QESIGNEQ IINQER FOLLOWING CODES & CRITERIA: flORIDA B! JI! DING CODE (fBC) 5TH EDITION (2014) fX!$TING Al l!! DING (fBC 5TH ED 2014)

ALL LOCAL AHJ LAND DEVELOPEMENT REGULATIONS AND BUILDING CONSTRUCTION CODE

~ T'N'91J$St

_ \~ . "<F. Alan>Pa " ~ \\~:"·~~:, ~ \~~

~~:~-~ At li ~M

.. ,4 Code Item: PROJECT SITE 'i If,. ............

~ .~ ZONING:

Code Area Analyis: OCCUPANCY USE EXISTING OCCUPANCY USE

EXISTING COMMERCIAL GENERAL (CG)

NO CHANGE TO OCCUPANCY AT THIS TI\!E- TO BE DETERt.AINED TENANT/ OCCUPANCY

RETAILRESTAURANT

CONSTRUCTION TYPE: VANILLA SHELL (TYPE V-B) UNSPRINKLERED ALLOWABLE AREA LIMITS: I TYPE VB ASSEMBLY (2.480 GSF)

l~~~"l."uci·Tlii<A~Lc~o~•""~"~tNTs~~~~·v~Ftom~, iDA~REiGIS~TEREiois~IRucru~,PJ.J.~ENGI'"I""III'i>PiPUCIABILE~~s. FBC 2014TABLE 503 ONLY VERIFY WITH AHJ AND FIRE MARSHALL MAIN STRUCTURE IS 1 STORY EXISTING SHELL BUILDING WITH EXISTING

BUILDING INFORMATION: I PARTIAL 2ND LEVEL STORAGE (5-1) EXISTING BUILDING HGT. ; +117'-o" MAX BUILDING HGT. ; 45'-o" PROPOSED REPLACING EXISTING FLAT ROOF TO BE REPLACED WITH

' 1"11'. GABLE ROOF (SEE STRUCTURAL DRAWINGS)

<£WT,.NOVATIVE PROOUCTS TOTAL GROSS SQUARE FEET (EXISTING TENANT SPACE): 2,480 GSF

145 MPH ENCLOSURE EXP B ~lLOWABLE STRESS DESIGN

THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS OF THE FBC-2014

OCCUPANT LOAD: FBCTBL 1004.1.2 LIFE SAFETY PLAN

NOTE:Forlffesafetycodeanalysisonly-STORAGE AREA 410GSF/ 300 GSF ; 1 PERSONS SHELL SPACE (TBD Business tenant space) 2070 GSF/100 GSF ; 21 PERSONS

TOTAL OCCUPANT LOAD ; 22 PERSONS

INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL DESIGN (3 SEC GUST) OWNER AND TENANT TO VERIFY ANY FUTURE CHANGES AND NOTIFY BUILDING DEPARTMENT OF ANY PROPOSED CHANGE OF

OF 145 MPH (Vult) OR 112 MPH (Vasd). AS DEFINED IN SECCTION 1809, THIS STRUCTURE MEET -;cO;;oCC"'U __ PA __ NC_Y_WI_T_H A_D_DIT_IO_N_AL_PE,R_MI_T A_N_D A_H_J._TY_PIC_AL_. ______________ _

~~~:~~~~RC~E~~~~:N~O~N+~~OA~Eg_~~~~~~~J~~~EADS F~~~~~:~1~~;.~~;~G~IH~~~~~~::~ EX~~~ESS WIDTH: (TBL 1005.1) 36" REQ'D 172" PROVIDED (TBL lOlS.1

-0K)

A WIND IMPORTANCE FACTOR OF 1.0 FOR BUILDING CATEGORY II IN AN EXPOSURE B WITH A MEAN #OF EXITS (TBL 1014·1&1018·11 1 REQ'D./ 2 PROVIDED

ROOF HGT OF 30 FEET AND COMPLIES WI WIND SPEED MAPS ADOPTED BY LOCAL JURISDICTION.

WINDOWS, DOORS COMPONENTS, DESIGN WIND PRESSURES (ENCLOSED BUILDING)

TABLE 301.2 (2) COMPONENT & CLADDING WIND LOADS FOR A BUILDING WI A MEAN ROOF HEIGHT OF 30 FEE- LOCATED IN EXPOSURE B (PSF)

ZONE EFFECTIVE WIND AREA (FT2) ULTIMATE DESIGN WIND SPEED V uh (MPH) ROOF ANGLE> 10- 30 DEGREES INTERPOLATED 145MPH (3 SECOND. GUST)

LENGTH OF EXIT TRAVEL: FBC TABLE 1016.2 COMMON PATH OF TRAVEL: FBC SEC 1013.3

200' MAX. UNSPRINKLER SYS./ 75' PROVIDED

75' MAX (FBC 1013.3) SEE LIFE SAFETY DWG AND ALL SHEETS FOR DATA 62' PROVIDED

STRUCTURAL DESIGN CRITERIA DESIGN CONFORMS TO FLORIDA BUILDING CODE 2014 (AND RESIDENTIAL -IF APPLICABLE)

PLEASE REFER TO STRUCTURAL !IF PROVIDED! AND ALL SHEETS

··"' H3"PC'I'Sl

~ Ocr..Gr~f:'..,k

;~

"' I> ~ s~~«ltt ftif, ~ ~

~fodr;Sr Vi

-~ llil

VICINITY MAP e NTS

PROJECT DESCRIPTION: THE EXISTING SHELL BUILDING (VANILLA SHELL) IS TO BE REPAIRED INCLUDING ROOF REPLACEMENT.

....... SEE ALL SHEETS FOR ADDITIONAL CODE DATA ........

PROVIDE PRE ENG. TRUSS SYSTEM AND SUPPLEMENTAL DOCS AT JOBSITE., TYPICAL. SEE SPECS.

CONT ACTLIST

OWNER

FLORIDA REAL ESTATE TRUST LLC MAILING ADDRESS

102 E.MartinLutherKingBivd.Tampa.FL33603 CONTACT: Marc D. Hamburg

ARCHITECT

Patrick A. Sullivan, Architect, LLC ADDRESS

1904RebeccaRoadLutz FL 33548 CONTACT: Patrick Sulivan, AlA, NCARB

STRUCTURAL E~GINEER

John K. Paik, P.E., Ph.D

PHONE: 813-238-6111 EMAIL: marc@mypropertyhelper.com

PHONE:813-205-2494 EMAIL: palricl<@sullivanarcMeclcom

ADDRESS PHONE: 813-634-7740 2207 S. Pebble Beach Blvd. Sun C1ty Center FL 33573 EMAIL: PAJKPEPC@GMAIL.COM CONTACT: John Paik, P.E. Ph.D.

••• PLEASE EMAIL 'Cc' ARCHITECT ALL CORRESPONDENCE WI STRUCT. ENGINEER···

NOTE: ENGINEERS, CONSULTANTS, VENDORS, AND GENERAL CONTRACTOR ARE NOT UNDER

CONTRACT NOR ARE THEY THE RESPONSIBILITY OF PATRICK A. SULLIVAN, ARCHITECT, LLC.

Cardinal Door&Hardware Contact : Rosemary J. \I,Me 01' Russ Cell: 717-366-9537 Fax:727-561-o!20 Office:727-561-o099 cardinaldoorandhardware.com

INDEX OF DRAWINGS

G1.1 SPECIFICATIONS, GEN. NOTES, DETAILS G1.2 ROOF DETAILS

A 100 ARCH FLOOR PLAN

,,,, ') , 'Av'~ /. ,, .o~

• 'A-~ ~ .-~-:. ~. ~ o. -'~ (X•c.t:i o:z:: ~.a.: ............ . ~.;--

;if§~~) ~!' •• .t '=> ~ ::2lli1 _<,.'V~

~ .•. :-.'

Ol 0 lL L{)

+-- ~

fEu~ L-lC'f\ W--1-1 u._lL -<{ U) ' --l:::J-<1: Q.._{}lQ.._ y_p-- :r:: Olw-<t lL+-+-­G-<1:+-­o+-w Ollli~ --l_j+---1<[0> wwo :r:Olz 0) C'l

10 +21.8 -34.65 DESIGN WIND VELOCITY: 145 t.APH WIND IMPORTANCE FACTOR: 1.0

A101 MISC. DETAILS, ALTERNATE DETAILS FOR FIELD IF NEEDED

-<{<(C'l _J Q . -l'OCO) zo-..\) -<{_j~ >lL<:O

20 +19.9 -36 100 +16 -22.2

10 +21.8 -60.35 20 +19.9 -55.5 100 +16 -31 .2

10 +21.8 -89.25 20 +19.9 -83.45 100 +16 -49.3

10 +37.9 -41.05 20 +36.2 -39.4 100 +16 -49.3

10 +37.9 -35.4 20 +36.2 -39.4 100 +16 -27.8

NOTE: Th!a AS- BUILT c:lrawr,g or record or euppllsd epsclrrcatl0t'1 and lntsnda

ues hu b88r'l prepared, In parL, busd upon rnrOI"!"\aliOI'I rur,lahed b!:J ot.h8r-a .

The Archltsct "UY"'e& no reap01'16 1blllt~ ror the accurliC:!:j or thla record drawing

BUILDING CATEGORY- OCCUP CHAP 3. : LESS THAN 33': YES (1T) WIND EXPOSURE: B I DIRECTION (ALL) RISK CATEGORY: II (FBC TABLE 1604.5) CONSTRUCTION TYPE: V-B

COMPONENT & CLADDING DESIGN WIND PRESSURES: SEE TABLES ON THIS PAGE

•. • REFER TO STRUCTURAL DRAWINGS FOR LIVE AND DEAD LOAD'' •

CONCRETE (AT 28 DAYS): 3000PSF (SEE SPECS) REFER TO STRUCTURAL AND ALL SHEETS REINFORCING STEEL: REFER TO SPECS, DRAWINGS

MIN LAP: SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS STRUCTURAL STEEL: ASTM A-36 (U.O.N.) ANY DISCREPANCY CONTACT ARCHITECT/ ENG. TYP. LUMBER MIN. : 1150 USE (MINIMUM) SOUTHERN PINE NO.2 OR DOUGLAS FIR NO.2. PRESSURE TREATED (PT) AS INDICATED. SOIL BEARING PRESSURE (ASSUME) SEE FOUNDATION PLAN ,SEE SPECS

TO BE FIELD VERIFIED PRIOR TO PLACING FOOTING REINFORCEMENT (IF APPLICABLE) OR CONCRETE POUR- NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS TO

STRUCTURAL DESIGN SHALL BE IN COMPLIANCE WITH THE FBC 2014, COMMERCIAL

AND LOCAL ORDINANCE AND REGULATIONS.

GENERAL NOTE: - CONTRACTOR TO PROVIDE UNIFORM AND CONSIST ANT NAILING AND FASTENING WHICH UTILIZE TEMPLATE LOCATION CONSISTANCY & SPACING,FINISH, AND CRAFTSMANSHIP.

-OWNER AND ARCHITECT RESERVE RIGHT TO REJECT NONCONFORMING WORK AND LUMBER SELECTIONS.

or r.scord tpec:trrc..u ron or ror ""'::!.,.,on or ol'1tu to-1a that m"!:l h.! viS bcssn rnc;orporateq I -STRUCTURAL TO USE CAUTION AND SAFETY AND PROVIDE TEMPORARY BRACING VVHEN REO. Into It ,u a reault or lncorrsct lnfonnallor~ provldsd to lhs Archl tsc:.t 1i'ooee re l!:jln9 Or'l thl

record doc:utner1t are tldvlaed to obto!Jln rndepender~t ver-lrlc.!lt iOI'I or ru &'!lccurac:r - CONTRACTOR TO VERIFY ALL OIMENSIONS PRIOR TO START OF ANY CONSTRUCTION.

-CONTACT ARCHITECT AND OWNER IMMEDIATELY OF ANY DISCREPANCIES IF FOUND .

NAILING SCHEDULE: (ALL NAILS ARE d COMMON)

d MIN. SHANK DIA. OF .092" AND A I INTERMEDIATE SUPPORTS HD.DIA.OF .225"

PLEASE REFER TO HARDIE FL PRODUCT AND MFR. DOCUMENTATION AS PER NEEDED SEE SPECS

PLEASE REFER TO STRUCTURAL DRAWINGS, SPECS. A102 PROPOSED ELEVATION AND DETAILS, SEE ALL SHEETS

S1 FOUNDATION PLAN AND SPECIFICATIONS S2 EXISTING WALL DEMOLITION DETAILS- ELEVATIONS S3 SECTIONS AND DETAILS S4 ROOF FRAMING PLAN, SECTIONS AND DETAILS

~-::h.) ili:::l <i 1--'

{'5~ G?,'I 1--0

!IIi. II ~ iioATE: 02/12/16 I I

DRAWN: PAS CHECI<ED: PAS

SHEET NU~BE.R

e11 G1.0

~!mmrm I=

I I=

~PATRICK A. SULLIVAN, IS2i ARCHITECT, LLC "~ .....

VANILLA Sl-lELL ROOF REPLACEMENT FOR FLORIDA REAL ESTATE TRUST LLC 806 S. 22ND STREET TAMP A, FL 33605

UNDERLAYMENT: STANDARD SLOPE- 4/1 2 DR MORE

ApPication of underio)llllllt Cowr deck lith one lal" oflllderiO)I!I!IIt ~st,.ed without .m~es. U..onlyenoufl\ nols to hcid underla)lllent ~ ~oce lltlti """""bysh~9es. AppiCOtion of """ lash~; lnslcil 1\ash~g SJd! as Glf Woterids corporotia1 Weather tid! cr StcrmGucrd led< Barier ~ loafrties wll!reled<s maybe CMed bywoterbaclcilg up beh~d i:e cr debris dcrn• E..., ~9 must o"""""J theroofedgebyljrCildext..,d24'be)aldtheilsidewdllile.

6~ WINIIUI !i(l'[ F!Jl lO\lR PIT0£5, SEE BB.OW

AllSIIDSARE036'111DE ~Nll..E-WATE UNOOUYIIENT.

ALONGRAI<EPWIIWEIXI TOP OFUNOOUYIIENT

DECX

YJ

3/'t 0\m!ANG

UNDERLAYMENT: LOW SLOPE 2/1 2 TO 4/1 2

.ljlfllicaticn of underfo)lll"'t 111d ,.,. flosh~; Car!'e!dy"""' deck with 1110 la)en of lllderlo)lll!llt as shown. Use 111ly "'au<~! nals to hcid underlo)lll!llt i1 ploce 111ti """'ed bysh~~es. Use ~~d noiilg fer""" lashi14 At"""' 111d where i:e dcrns ar~bee>pe<led,useone~l"ofGN'WoteridsCCJ]>oratmWeatherWotd!orStonnGucrdl"*Bcrrier.E...,~gmust OIU11111g the roof edge by 3/'t Clld erl!lld 24' be)ll1d the ~side wdl lila 'llllere i:e dcrns or debris dams ore not e>pe<ted, ~stcil 2 plies of sh~~e-mote underln)lll!lll

All SimS ARE ?t.' li1DE 911Nili-WATE UNOEIDYIIENT

RAI<EDR1PEIXI

lJJ'9!EITS19'10 PRO~DE OOJa.E CCMRAG[

~lllEATHERWATOl!Jl STCilWGUARDIDJ(BARRIER

STARTER COURSE

STARTATDTHERRAI<EANOl.AYINDllfR OIREC~~

~-C!JlROOINGWETAL OlliPEDG:- APPlY~

~-

F!Jl WAXIWUW liND RESSTANC[ Al(H;IUJ<ES,CEWENT~NiillTO

UNIJEIDYIIENT AND EAal OTHER N A 4'111DTH OF ,ISW.T !Jl Pl.ASTC ROOFCEWENT

UNDERLAYIIENT

PtAC[9liN!l..E3/'tiMR EA\I::NflRAI<EEDG:STO PRO~ORIPEDG:

FIRST COURSE

Stort Cl1d continue lith lui :ilil~es kid flush with the stcriO' cxuse. Sh~~es moy be lo~ tom ~ft to rijlt cr rijlt to left. 00 NOT ~y :il~gles strnij>t 'I' the roof since this procedre ar1 CGISe 111 namcl a>kr ~!lid 111 the roof ond moy """ damage to the ~9os.

CGHIIU: flRST COORSE W/ llliOLE~Iill

f'tAC[911NiliJ/'tiMREA\£ANDRAKE EDG:S TO PROIU DRIP EDG:

SECOND COURSE

Stcrt ond conlilue second CO<rSe as shown. Trin 6' tom the !lid of the shi~~ Position the sh~es n the second 111d SJb""'!llt<nJrselushlrith thetopsolthelride artoots. Thisresults~a5'e>pOSIII~Ccnliluelrith fiJIIidthsh~es across the roof. Stri<e o d!<* 6ne d>oot ew:ry 6 """" to d!ed< porrcid or191m"'t lith ......_ NOTE: Shn~es moy be lo~ tom ~thO'~ft orrijlthond sida Stcrt at ~thO'rd<eedge lith sh~es haW!g 6' trined from~

<0 ~1RIW911Niill6'

THIRD COURSE

Trin 11' ~om the tnt sh~~e ~the"""" thm conliluelith fUI illil~es across the roof.

FOURTH COURSE & REMAINING COURSES

Trin If tom tnt sh~ i1 the <nJrse, then conlilue with lf sh~es across the root Fifth llldSJ~!Ilt<nJrsesrepeallulsh~glenstructicnsfrornst'l'l

F!J.RTH COARSE

r

fFTH OOAAS£

S~lliOO

~

HIP & RIDGE

For ~e ~l" oppriCOtion, use h~ 111d ridge shn~es 111d apply as shO"I!I. To <rillllce theoppecrCIIce,useGN'TrnbO'Texll'a~~l"oiUniomdlf~CIIdR"Kige.FII' dou~e opplicotilll, stcrt with bip~ thiclcness of preart Hi> t R"idge shil~es and conlilue remaM.. lith double thictn,.. Fasten ~ the some miJ"IlO' as ~e oppi"ICI!tion shOII!l. .ljlflly~awoytompmoiinglilddfeclion.

NAL5-5/B'FROII BOTTOW ANI l'fROIIEIXI

WALL FLASHING (SLOPED ROOF TO VERTICAL WALL)

91EATHING

~ :.-,

ROOFDECX

WETAL fl.A911lG (NAILED TO DECK, NOT \£RTICAL 9DE WAll~

CAP~Il.f-OONOTNAL

tjSTAI.l W/ROOFING CEWENT

SIINili

,,,,.. ~ li~~..,,,

' ' ,...... v";:, ' ' ~''. C::"i •• • • G. • ""4/ 6~ ~~J~ .~~

l!! • V""" ....

- . I • .J= :: ~ ~ LL.. • <( = :;. Co-·· • ~;

CHIMNEY

~z;t~ ·c~ """ < ;~~ V""', • ...._ ....., ~------------,1 -:;.·,...... . .... ;> • 1"::::- ....

I NOTE: .,. 0 6 "V - ..1 .... All N"!JlWA~~ ~ liiiS 9lffT PR0\1DEil BY WAII.FACTUI<ER -;.. " • = l! i C~ ~

,/ · ~ ~ -'.;~. . . , ... .. , '\' ./II • J JJ; U-~~~~__....

N~-C!JlROOINGWETAL BASEFlA9liNG.~E PIEC[STEPFIJSHilG F!JlEAOI!Xl.l5:. llllNTN PtAC[ AND NAII.W/211.'Jt.S.~D O\£RI.YN:~IliSIN A9'HALTPI.ASOC llllNT.

VALLEY CONSTRUCTION­CLOSED CUT

NOTE: NO FASTENERS liTH~ 6' OF CENTER1UNE

CENTERFUUIIOTHRW.OF !£ATHER WATOl !Jl ST!JlWGUARO liD BARRIER (6' END lJJ'S) IN VALLEY

9l!NiliS lRIWWEO 't BACK fROII VALLEYCENTERUNE

VALLEY COOERUNE

RUNSTARTERSlRIPANDflRST ~N!l..ECOORSE~lYACROSSVAllEY

l't WINIWUW

VALLEY CONSTRUCTION­OPEN

CEWENTI'tWETALlJJ'Sli1TH ASPHALT~CCEWENT

C[NJER2Jfli1DE N~-calROOING, N~-STANNG 24 GAUG[ WETALIN VALLEY WINIIIUW 4' UNDER911NiillAT EA\1::

CENTERFUllli1DTHRW.OFY£ATHERWATOI !JlST!JlWGUAR0tDJ(BARRIER(6'ENDlJJ'S IN VALLEY)

S£0JRE WETALFlA9liNGIITHCliTPUNCMIHG BY Pl.AONG R<XFNG NAILS OOY l't TO 18' AL~G EIXI.OONOTNAilTHROOOlWETALVAllEY

TOP OF VAllEY 6' li1DE BETYm ~Nilli.SI'REAOS 1/B'PERFOOT TOWAROEAI{S

~I ~~

~ 0 lL I.{)

1- ~

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1. AU EXISTING MASONRY WALtS ARE LOAD-BEARING EXCEPT EAST EXTIRIOR WAlL

2:. PROVIOEr BONO BEAMAT TOP OFEXlSTING WAll (AfTER REMOVING 4 CO. ATTOPj WITH

l ..fS IARCONT.

J . NEW IS VERTICAl lARS EMBEOOED INTO EXISTING WALL IY SAW CUT SHAll EXTEND INTO NEW BOND BEAM AND HOOKED TO NEW IS HORIZONTAl BAR IN BOND I£AM.

4 . IOND IIAMS SHAU IE FflUD WITH COONCRm WITH MIN. t&·DAY COMPRESSIVE

STRENGTH OF ) ,000 PSI.

S. WHERE UNTREATED TRUSS BOTrOM CHORDS REST ON BOND BEAM, PftOvtD£ METAl PlATE IETWEEN WOOD AND MASONRY.

6. AU SAW-CUT JOINTS WITH NEW IS VERTICAl SHAU B.E FIU£0 WITH CONCRETE OF SAID

STflENGTlt. ftSNlSH SURFACE IY RUB8fNG SMOOTlt. 7. KEINFORONG lARS SHALL CONFORM TO ASTM A61S WITH MIN. YlnD STRENGTH OF 60 1G1

fOR lOTH V£RTtCAl AND HORIZONTAl {BOND IEAMS}.

I. GRADEN, TYP£ I LOAD IEARJNG MASONRY UNJT CONFORMING TO ASTM C90; fm=USO PSI. 9. MORTAR: TYPE M OR S CONFORM. TO ASTM C476. 10. KYORA.UUC UM£: ASTM C207 TYPES.

11. AGGREGATE FOR MORTAR: ASTM C144, l/1" MAX.

NOTES ON WQQO TRUSS RtAMING

1. WOOO TRUSS£S SHAll BE DESIGNED AND FABRICATED IN ACCORDANCE WITH APPUCABlE

PROVISIONS OF "MATION.Al DESIGN SP£0ACATION FOR WOOD CONSl1UJCT10N"' Of NFPA AND WITH TPt "'DESKiN SPEOFICATtOH FOR METAL PLATE CONNECTED WOOO TRUSSES."

MEMBlRS SHALl 1£ ltD. SOUTHERN PINE NO. 2 OR BEntR... SURFACE DRY WITH MAX.

MOtST\JRE CONTtHT OF 19%. 2. TRUSSES SHAU8EOESIGNmFOJt OEAOAND UVElOADSP£0Fim IN "~ ON

THIS Dlb\WlNG.

J . MAXIMUM UVE lOAD DEFl£C110N SHALl IE l/360. 4. CONHECTOA PlATES SHAll IE Of A$TM A446, GRADE A. HOT-DIPPED CiAlVANinD (6601

STULAHDAPPUmTO lOTH FACESOFTRUSSATEAOtJOINT,

S. TRUSS SUPPUERS SHAU COMPUTE UPUFT ON ROOF, ANO PROV1D£ CONN£CT10N TO RfSlST SUOt UPliFT, IF ANt.

6. TRUSSES SHALL 8£ SECURELY IRAQD DURING £REcnON AND AFTER PEERMMANENT

INSTAlLATION AS CAU£0 FOR BY THE TRUSS FABRICATOR AND AS SHOWN ON DRAWINGS PROVIDED IY THE FA8RtcATOR..

7. CONSTRUCTlON NID/Oit PERMANENT LOADS SH.All BE PLAC£D ONLY ON COMPlfTIO NAILED SHEAntlNG AND BRACING..

I. JI:OOF TIUSS SUPPLIER SHAlL BE RESPONSIBU FOR DESfGN OF THE TRUSS SYSTEM

t . DESKiN Of nt£ SYSTEM StW.1 H PREPARED, SIGNlD AND SEAl. ED IY R.ORIDA MGISTER£0 PROFUSIONAl. ENGINEER. COPtES OF COMPl£'1'1 SHOP DRAWINGS, INClUDING TRUSS

LAYOUT AND BRACING 5HAU. IE SUIMITIEO TO ENGINUR OR RICORD FOR REVJEW. REVIEW IY ENG ... EER OF RECORD DOES NOT REUEVE THE RESPONstBIUTY Of" lHE SAID ENGINEER.

10. SUIMITTALS SHAU INDICAT£ UPUFT lOAD PfA PROJECT£0 WINO SPEED AND DESIGN

CRITERIA SHOWN IN AROffTECTURA.l. DRAWING.

U. ANY COMM£HTS BY TRUSS DESIGN lHGINEER Oft TttE FABRICATOR TO ENGINEER OF RECORD REGARDING DESIGN, FAUICA.TlON AHD ERECTION THAT WOUlD ENTAil COST R!OUOlON W!I.LIEJUDICIOUSLY COHSIOEREO.

12. AULUMifR IN CONTACT WITH CONCRETE OR MASONRYWAU.SiiAU.IE PRISSUAETREATtD, AND All TRUSSES ON CONCR£TE SHAU.Bl PLAa.o ON GAlVA.NIZ£0 SlATS.

L DO NOT SCAlE FlOM DRAWINGS. 1. GENERAl CONTRACTOR StiAU VERIFY AU DIMENSfONS. ANY DISCREPANOES Olscovt:REO

J . CONTRACTOR IS REQUWU.O TO COMPlY WITH THE OCOJPAOONAL SAF£n' AND HEAlTH STANDARDS, AND PROV10£ All SAf£TY MEASUMS TO INSOftf SAFETY Of PEDESTRlANS AND WORKERS

4. USE STRUCTUMEOIANICAL AND OTHER CONTRACT DRAWINGS. S. CONTRACTOR SHAll FURNISH AND 8£ sot£LY MSPONSIBU FOR AU. TtMPORARY IRAUS.

ESPEOAUY TliE EXIST1NG MASONRY WAllS, AND SHORES TO MAINTAIN PlUMBNESS AND STAIILm' Of AU. STRUCTURAl n£MENTS AS WEll AS EXCAVA.noN DURING CONSTRUCTION.

6. HE IS RESPOMSIBt.E TO COMPLY wtTH BUILDING INSPECTlON PROVISION IY OTY lNSPECTOitS

7. AU STRUCTURAl WORK SHAll CONFORM TO lltE REQUIREMENTS Of Ttl£ FOllOWING IUILDINGCOOE.S.: fLOtUOA BUR.DING COO£ I UILOING NAERJCAN CONCJ\f'Tf INSTTTUTE AO ) 11 LATUT EDmON ASa l -10 MIN. O£SIGN LOADS FOIII IURDfNGS AMO OTHER STRUCT1JRES

LOCAl. BUILDING ORDINANCE IUILDtNG COOE REQUIREMENTS FOit MASONRY STRUCTURES AO SJO.

I . LOADtNG SCHEDUlf:

TOP CHORD Dl • lS 119' (AlONG SLOP£) TOP CHORD ll • 10 PSf (HORiZONTAL PROJEOlOH} IOTIOM OfORO Dl • S PSF IOTIOM CHORD LL • 20 PSf

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