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Home My WebLink AboutBIN A-4 PERMIT 3401 d!D $ dj) wp dj) SWITCH Q ~ 220V 1l0V 1l0V WATER PROOF OUTLET ~,~~ . ,.;," _ YJ~ ~ . h~ v ~~ (>0'"w ~ ~/ ,,' ~ 't:J'" .,.l ~ .~~V I' ~V. t<:'1 ~'\\ \\ ~ '0\'V / ~~.~ @ ~~ Z"l~"'"'.1 . ~. @ @ db-EDn ~.' .h~ . II III. =@;jY--... 0[ O~\.~ Vl~ib 'Gi'<ATER ~r-- <;fl- h'i ,,~'<fA m< I -..., W r-- ,,_ I I " ,..._...... n I \ ~ ~ I ~O~ (~ ~,: \ I \n! @:r \ I 6oF1113 ~//~ L~O 0 ~l <$ .J~ !<i) IGj'-6" 1=='3'-n" 8'-8" :n :>,'4".:11 MY I I <tP I <tP(j? @ €}= Master Bedroom 12'6" X 12' - - -€}= - - - -<( " , " \ \ \ \ , , I , I db 4 LL- "~f) - =~LD~RS - ----------------- - ------------------ ~ rr- --;nV( ,," 1/' ~ I / =@ €}= I I ~ Bedroom #1 11 '4" X 10'6" ~~RS Q €}= I U: ~ - fs ~ = €}:: =@€}:: db @db I _ I ~ , ...:....::.! _w - 1:)'_:)" q'-n" =@ Sq'-IO" ~ ~ I I I I I I I I I I I I L______.J ~ <tP,.}( ./ /' V~ " =@ I I Bedim #2 11 '4" X 10'6" - -} ~ ~ i '" €}:: dD@ db . II I I +H.6. . ~l "':':' ~:II3tD" fA\ ~ 11'-8" fY-n" 1'-4" FLOOR & ELECTRICAL PLAN t:)Cl'-1 n " PHONE 110 V GROUND FAULT RECEPTACLE 110V ARC FAULT RECEPTACLE CEILING FAN -$- o SCALE 1/4" = l' 110V LIGHT ClELlNG OR WALL +H~ ,,:>,'~ :114" . --0-- --U-- .- G' &OA ----------]1 ----------- CElLING FAN WI LIGHT o SMOKE DETECTOR c:::=:J ELECTRICAL PANEL @ 1l0V 50 CFM BATH FAN ~ TELEVISION FLUORESCENT FIXTURE 34'-11" 31'-1" 10' X 6' Concrete Pod * I _ - 6'0" SUDlHS 6U6S ~ @ ~ ~ =@ =@ ?S'-l" 18'-6" I .. I .,.. q.p 6f1 ~=A" I J..1~>>"l- I ' , , , , . I I I'Sf5f11 <f DR'l'ER I I HASHER 220 AMP PANEL [ "- Ale HANDLER IN TRUSSES ~ ~ ~ ~ ~ ~ rr 16'-0" X 7'-0" Garage Door @ 18'-0" 16'-0" . . INDICATES 8" MASONRY SHEAR MLL TYPICAL INDICATES #5 VERTICAL IN . CONCRETE FILLED CELL CONTINUOUS FROM FOOTING TO BOND BEAM. o . Gtneral Structural Notes (See Structural Details for Additional Information) 0 1 A a"x16" Minimum precast composite bond beam filled solid with concrete. Provide (1) #5 continuous in precast lintel and (1) #5 continuous in knockout block on top course. 1 B a"x16" Minimum precast composite bond beam filled solid with concrete. Provide (1) #5 continuous in knockout block on to course. aM Knockout coarse filled solid wi concrete wi (1) #5 rebar continuous under window sill. Do not s lice window sill under mullion location. I , I "11 I 11 I-I I II ~ ~ lilt) 1'f-4" 2,- GALV RlSCR- \ 200 AMP METr.ll~ SOCKET . << CL: DRlVEN GROUND ROOS l- riA 8'Q- Ai> ART ' r~ f AREA: LIVING: 1211 S,F, GARAGE: 400 S,F. PORCH: 128 S.F TOTAL: 113Gl S,F, C/) Z o C/) Gj Cl: cJ ~ en z ~ ~ oJ ~ < ~ S j - I 1 ~ z - ~ 'D ~ .... ~ ~ ~ .---' , 4'~'_w,- / ./ rl'G.'J.V'IPPU! / / 'b / i / / ELECTRICAL LEGEND ~ G.F.I. dj) A.F.I. dj) / / I ,150 AMP SlNOU PHASE -SRf.AKU. PANUL WITH MAL"'l TYPICAL ELECTRICAL RISER DIAGRAM CONCRETE ENCASCD .UFEa. I ELOCTRODE REQUIRED POl ART 25G-SOw 1999 ~.I2..c. MliST Be. INSPECTED PRlOR TO CQNCRE'l"t flt.ACCMENT = !::: ~ !::: ~ ~ ~ d @dZ Z . ~ '~ ~~~~ ~O:~r4 ~dr4p..o <ZP-oZ ~~;g $ ~ ~ <- ;.ol ~ ~ z a~ ~ ~ ~ IE ~ ~ . ~I~~ b~~b~ ~t ~gl ~~8~~~~ <~~ ~l:~ ~~~~~;i5 h~. ~~~ ~~ HU~ ~i~~ ~h g5~~';~~ z.S~ ~<~ ~~~m~ ~n~ ~~~ z~~O()~0 ~~ ~~~ ~~~~ht 1~~~lh ~hl~~~ ~~n :~U ...J U. C\J ~~ C\J UJ Z C/) ::> J-- ::> 0 0 () <::) ::r: 0 () () --I UJ C/) a. ~ CJ) a. '> ...J ~ UJ Z '~ ~ r '-', Z 0 0:::: >- ~ >- ~ CO Q ~ UJ ex> Z UJ (!) ~ CJ) UJ Q Q SHEET 1=AC.H D~'ii- o ~..fl- I Dti~)l~l~ 5It~L\.. )'ltrV l?- fir lliJ\sT 512 ~ 1\ ~{\. 8....V1~)tt &izNC"" (.,01, \lJ)t (,. oJ I~J' '"' ~ 6J.S- '> S fj?)L ~ IO~ -r;../ PLAt ~S REv'IEVJEO DATE 9. '2 <;J -~'fD-.n /J .. EUi'..::'INCi DEPT APPr-,OVED LJ;-.~ r7t-O"> ALL WORKSHALLCO:.l?LYWlTIiALL PRE V AlLL,\;G CODES, FLORIDA BU1LDING CODE, NA TIONAL ELECTRlC CODE .A.'\T CITY OF ZEPHYRH1LLS ORDINA..'CES " I 9 d:) L 9 d:) L RIDGE VENT ~ t23.b -25.1 REAR ELEVATION LEFT ELEVATION SCALE 1/4" = l' N5b1 ~ SCALE 1/4" = l' RIDGE VENT ~ ~ .b ,[3 t242 -26.4 _ 11-4" RIGHT ELEV A TION SCALE 1/4" = l' t24.5 -26.1 ~ Uill FRONT ELEVATION SCALE 1/4" = l' - -H- 11-411 tx:J,X INVlGAlE5 HINOOH AND DOOR _ x:J,X DE516N PRES'"~ (P5F) AREA: LIVING: 1211 S,F, GARAGE: 400 S.P. PORCH: 128 S,F TOTAL: 113<1 S,F. C/) z o C/) > w ~ cJ ~ ~ . ~ c-- ~ ~ ~ ~ ~ ~ (8 . ~ ~ d ~ '" - z . ~ ~ ~~~ ~ :~~~<~ <-~.....,a..~~ ~~ -@~d~~ ~rei~ffi;~~ ~ ~ ~ ~ r> ~ ~ ~~~ ~ ~ ~ g ~ ~ ~ ~ ~ ~ ~ IE CF) ~ - ~UJ ~ ~~- .~~~() ~~~~~.~~~ ~!~~ ~~~ \l)lr~ ~f() ~-J~ !~~ ~~3\J~~~ <~~ l:lL- < ~ i1l ~ -~ ~ 0 ~~9~~~~ h~ ~h \O~~~ ~~ ~~~u: ~~~ n.- ii:l \l)\l)()~ UJil'i ~ ~.. -~I) ID<~ ~~~~~~~ ~~~ 2~l: ~~~ -~~~ rs<9~ ~~~ ~~d~~~ ~~~~ ~n ~I~i~~i ~u; h~ ~~ ~ ~ ~~~ ~~~~ ~,~~ ...J C\J u. ~ (\J w z J-- C/) ::> ::> 0 C) 0 u :r: 0 0 0 ~ w C/) a. <( C/) a. ...J w z :2 z 0 ~ >- :2 >- ~ f1l 0 ~ w co Z w (!) ~ C/) w 0 0 SHEET 2 a I ~ r-~----~'~:~---- --:~~~~-- ------~'~~~----- c-:~~--- -'~:r;' I I ~ , "'~.. '" ""'. I, I I I I ~ r:;:;:". -- J II . I I ,- - --------------------------- ~; l --~~------~;--Tr~---I-~~-I.-:;=:J!Hf.;---------------~ --- i ~ ~~--~:J-:-~--6R---"-;- -o-~~------------------------6fl------ d:) I - ()~ ------------ h 4'-C1" =3'-PJ" 5'-4" 3'-1 " 1'-0" 5'-ln" =3'-C1" =3'-n" =3'-t:j" ---------- ------------------ -------~---------, i ..I.. .r~'~ I I J- I II 1 I I ~ ~ t--6At - -----1-- HASrlER I I ~ I ~ls~, i ~~~tv \ \~~~t ~~~----------------------------~ /' \\':-,\\ f. \V\\i~ ~r\ r''\' hyv ~\) ~ \ ()l L''fl( .( tv "J" . ~\) \' ~, 't v' \1-0~ 1-1 , I I I I I ! f-- II f-- f-- f-- ~ f-- I f-- ~ - - ~ - = " - 9(1) - - \1"(1) ! N _' N d:: I ~ fA\ \!!V ~ lOCI I [ .. lei-lO" 4" SLAB ON 0RADE OVER & MIL ~ VAPOR BARRIER, OVER TREATED SOIL. REINFORCE V'lITH &X& V'l1.4-V'lI.4 V'lY'iF. FIBERMESH IS ALLOV'lED NON LOAD BEARING MONO FOOTING STEP IN SLAB SEE DETAIL I (1) I-- , I-- IT f-- I I-- f-- - - - - I--~ I I f-- I W I-- I ~ 1--1 1--' I-- f-- I I I I fJ\ \!:V c..J. I I r6F\J ~i I 9 f-- 9 d:) I I I I I I I . I ! ________.J # 5 VERTICAL RODS FROM FOOTINGS TO BOND BEAM ABOVE AV ------------------------------------------------------ ----- ------------------------~--- fA\ ------------------------ ------------------ ~ I I 1 I I L________________ '" "'~:>(rT ... I I I I ~ I I I I I.. I.. r . I I I l~Jf~'" =- ----------dk~_____ ------- T-~ -------- --- ----------------- t-r -- ---------------------------------------- I I I I I I - I I I I.. I I =3'-4"I-ri" 4'-n" h~-t:j" h'-II" 'bl1' -6" I ! - @-i:! I [2v-F1-------------------------5-~--f; ~n f:~~--------------f~ ~LJ LLJ I 16'-0" X 7'-0" Garage Door ~ I "'~ :>(rT ,... h'-n" 4'-n" Ih'-n" ~'-In" 4'-F)" 3'-ln" 1_4!1 I 3b"x3b"xlb" DEEP PAD FOOTING Y'iITH (5) #5 EACH Y'iAY BOTTOM TYPICAL @ PORCH COLUMN FOUNDATION & PLUMBING PLAN SCALE 1/4"=1' NOTE: ALL FIXTURE LOCATIONS MUST BE DETERMINED FROM FLOOR PLAN AND THE RESPONSIBILITY OF LOCATION IS THE PLUMBING CONTRATORS ~ t- i ~ I ~ i ~ I ~ ! ~ ~ AREA: LIVING: 1211 S,f. GARAGE: 400 S.f, PORCH: 128 S,f TOTAL: 1l3C1 S,f, U) Z o U) Gj ~ <J ~ ~ ~ ~ f: ~ ~ ~ ~ d &$ ~ d Z ~ ~ z . ~ ~ ~~~ ~ :iJ~~~~ <~~....,a-~rd 1~~1~~~~ ~ i ~ffi~~ :0 ~ ~ ~ 8 Z ..... $ ~ ,...., - ~ - tr;~~ g ~ ::::!! ~ ~g~ gH~ ~ H IE ~ ~ - !n1lJ ~~~g~f~ m~ ~~~ .~~~~~o ~~~ !~~ n~~~~i m~ ~~; ~~~~~~~ ~~~g ~~~ g~~~>,~D -.3~ ~<~ ~hm~ ~~s~ :~~ ~~i!:O()~0 ~~ii3 ~~~ ~~~~~i~ ~~~~ Ih ~hl~~1 ~d .~n w U) ::> o :r: () w a. U) -l u... ~N ~<'J ::> 81--- 8C> ~-J a. C5 ~ 00 w ~ o -l W Z ~ Z o ~ >- ~ >- CO o w z (!) U) w o SHEET 3 f2\ ~ ~-\ \ _/ ,f' / fl\< ".1 ..:Y--20-IOd x 11/2' NAilS 11I6'~T UPlifT 1515 LB 415 LB 1100 LB Simpson Strong-1l8 HET AL20 SIMPSON HBTAL20 (7;1\ \!!v - fl f2 SCALE, IU.5.=I'-o' f2\ r /- ,V ..-/ SIMPSON MOT /"" / "'" / ~ // ~ / / I "" .'" /""'- : / ~ ! / "- :/ ,,: / -- --- -- --- -- --- -- " V " , I I I I 1 oo..eLE TOP P\..A 11: OR FRAMi~ ffiilER SII-f'SON 5P2 Tn'i(.AL QUANITY UPLIfT 3C\65# 2 1<130# IB' A1R W 10' EMBEDMENT W SII-f'SON SET EPOXY INTO FlUID GaL SCALE, N.T.5.=I'-o' SIMPSON ~ ? --+ UPLI f T fl f2 1450 LB 251 LB 251 LB SCALE, N. T.5.= I '-0 / ~ AREA: LIVING: 1211 S,F, GARAGE: 400 S,F. PORCH: 128 S,F TOTAL: 1l3C1 S.F, (j) Z o (j) (ij ~ TYPICAL U.N.Q, <J i!i vi z ~ ~ ~ p I z ~ I ~ CZ) - ~ CZ) - <::> <- <- ~~~ ;;;-V"Id 00_..... d Z z . ~ ~ ~ ~ ~ ~ ~ ~ ~ 1~d~~ ~ ~ffi~~ ~ ~ ~ ~ 8 ..... $ ~ <- ~ i ~ ~ o ~ ~ ~ ~ if /,..-- \ ~ , i~!:hi U~~ ~~~ m~~~~ ~~~. h 2~i9~~[ij Q~n ~h ~~~~~~~ ~~~U- ~~~ ~~ii~ . .~ -~I)g IO....F ~~~~~5~ ~~~~ 2~~ ~~~tll~. R~~~ ~~~ ;~I;~i~ It~i (n ~h;~~~ ~~n~n ROOF PLAN SCALE 1/4" = l' .. ~ 111E EN60INEER OF RECORD HAS NOT REVIB"lED 111E fiNAL PRE-ENGoINEERED I^lOOD TRlJ5S LAYOUT OR EN6oINEERIN60 TO VERIFY LOAD PATliS. EN60INEER RESERVES 111E RI60HT TO MAKE ANY REVISIONS DEEMED NEC.ESSARY AFTER 111E TRUSS EN60INEERIN60 AND LAYOUT IS SUPPLIED TO SAID EN60INEER. AS A CONDITION OF 111E SI6N AND SEAL OF THIS DRAHIN60 PER SECTION 61615-30.006 DELE60ATED ENGoINEER'5 RESPONSIBILI1Y, 111E DELE60ATED EN60INEER (TR1J55 EN60INEER) SHALL FORHARD 111E DELE6ATED ENGoINEERIN60 Doc.uMENTS TO THE ENGoINEER OF RECORD FOR REVIEH. FAILURE TO FOLLOH THIS F'ROC-EDIJRE DI REe. 11.. Y RESUL TS IN HITHDRAHAL OF 111E EN601 NEERIN60 SEAL OF THIS PROJEe.T. A LICENSED e.ERTIFIED CONTRAGTOR SHALL BE ON SIn: AT 111E TIME THE TRlJS5ES ARE EREe.TED. ALL ANc.HORS TO BE INSTALLED PER SIMPSON e.-2oo4 e.A T AL060 AND T -ANc.HOR SPEe.. -l LL (\J ~ (\j W Z (j) ::> ::> 0 I-=- 0 () ::c 0 C) () () W (j) ~ a. <C (j) a. -l W Z ~ Z ~ >- ~ >- ~ al 0 N w - CO Z W ~ ~ (j) W 0 0 SHEET 4 NOTE. PERMANENT LATERAL BRAe.ES AS SPEe.lfIED BY 111E TRUSS DESI60NER SHALL BE DIAOONALL Y RESTRAINED TO PREVENT I31JC.KLIN60 HITH 45 DE60. "X' BRAc.IN60 AT 20'-0' ON e.ENlER OR TERMINATION, Y'i-l1e.H EVER IS LESS. (SEE FRAME 4 OF HIB-<1I). "X' f3RAC.IN60 SHALL BE 2'x4" #2 S.Y.P, OR BETTER. NOTES: WI UNLESS 011-tEf<WISE NOTED, ALL TR1J55 TO MASONRY CONNEc.TIONS TO BE SIMPSON 4 HETAL. SEE DETAIL fOR ADDITIONAL INFORMATION W2 UNLESS OTHERNISE NOTED, ALL TRUSS TO FRAME CONNEe. TIONS TO BE SIMPSON HTS20. 4 SEE DETAIL FOR ADDITIONAL INfORMATION. ROOF FRAMIN60 TO BE PRE-EN60INEERED I^lOOD TRlJ55ES 5PAGED AT 24' Ole. MAX. FLOOR FRAMIN60, HHERE APPlIe.ABlE, TO BE PRE-EN60INEERED COMPOSiTe "I' JOISTS 5PAe.ED AT 24' Ole. MAX N.N.OJ. ALL TRUSS TO TR1J55 CONNECTORS TO BE SPEe.lfIED BY DELA60ATED TRUSS ENGoINEER. ~ . . ~ DFI ~ ~ ~ . . MECI-IANICAL PLAN SCALE 1/4" = l' J . Gf'l c:J HAStJER 16'-0" X 7'-0" Garage Door B I'i G1\~li-0 t2)2.:L00-.-}J G~\T}1 0,,\c+t wel ' tf AREA: LIVING: 1211 S,F. GARAGE: 400 S,F. PORCH: 12B S,F TOTAL: 113C1 S.F, (j) z o (j) > w ~ II cJ = ~ f:: <- ~ ~ r:: ~ ~ ~ ~ d ~ a:; d Z j ~ ~~~ ~ i ~ ~ < ~ -<-~'""''''~r4 t:) ~~ -@ ~ d r4 p.. !~i~~il Z ~ $ ~ ~ ~ <- ~ ~ ~ ~ ~ ~ _.~~ o ~ ~ ~ CF:J . . .~, I It, IL 5>>7Ll C~j"1rL'I ...J N LL ~ (\J w z F- (j) ::> ::> 0 0 U C) :r: 0 U U ~ w (j) a. ~ (j) a. ...J w Z ~ Z 0 ~ >- ~ >- ~ CO 0 ~ w CO z w (!) ~ (j) w 0 0 SHEET 5 GENERAL STRUCTURAL NOTES AREA: LIVING: 1211 S,F. GARAGE: 400 S,F. PORCH: 128 S,F TOTAL: 113Gl S,F, II. Doors and Y"lindo...s (General) 11.1. All exterior ...indo...s and gloss doors ore required to be tested in ac.c.ordanc.e ...ith ANSI/AMMA/NY'll^lDA 101/152 Standard and bear on AMMA or Y'IDMA label Identif~ing the manvfadure, performanc.e c.harac.terlstlc.s and approved testing entit~. (FBG 1101.42.1) 11.2. All exterior ...Indo...s and doors, sholl be anc.hored per pvblished manvfac.ture's rec.ommendations to ac.hleve the design pressures spec.ifled. (FBG 1101.4.4.1) 11.3. See attac.hed details for 011 exterior V'llndoV'ls and doors V'lhere buc.k thic.kness 15 I 1/2" or greater, the buc.k 15 attac.hed In 0 manner that transfers the load dlrec.tl~ to the struc.ture. Y"llndoV'ls and doors sholl be anc.hored through the jamb into the V'lood buc.k. 11.4. Plan details illustrate that the V'lindoV'l buc.k sholl extend be~ond the Interior lip of the V'lindo.... 11.5. Mullions and adjac.ent door assembles are tested or engineered to transfer 1.5 times the design load to the rough opening substrate. 12. Doors and Y"lindoV'ls (Safet~ Glozing Lowtlons) 12.1. Glozing in SV'linging doors and fixed and sliding panels of sliding (patio) door assemblies. 12.2. Glozing in doors and V'lalls of enc.losures for hot tubs, V'lhirlpools, saunas, steam rooms, bathtubs, shov-.iers and other suc.h fac.illtles v-.here suc.h glozing is loc.ated 36 inc.hes or less, measured horizontall~, from 0 standing or v-.ialking svrfac.e v-.iithin the enc.losure and V'lhere the bottom edge of the exposed glazing 15 less than 60 Inc.hes, measured vertlwll~, above suc.h standing or v-.ialking surfac.es. 12.3. Glozing in on Individual fixed or operable panel adjac.ent to 0 door V'lhere the nearest vertlc.al edge 15 V'lithin 0 24-lnc.h radius of the door in the c.losed pOSition and v-.ihose bottom edge is less than 60 inc.hes obove the floor or V'lalking surface. 12.4. Glozing in on Individual fixed or operable panel, other than those locations desc.ribed in items 2 ond 3 above, that meets 011 of the folloV'llng conditions: 12.4.1. Exposed area of an individual pone greoter than '1 sq ft. 12.42. Bottom edge less than IB Inc.hes above the floor. 12.4.3. Top edge greater than 36 inc.hes above the floor. 12.4.4.0lie or more V'lalking surfoc.es v-.iithin 36 inc.hes horizontall~ of the plane of the glozing. 12.5. All glozing in railings regardle~s of the orea or height obove 0 V'lolking ~urface inc.luding struc.tural baluster panels ond nonstruc.turol in-fill ponels. 12.6. Glozing In v-.ialls and fenc.es enc.loslng indoor and outdoor sV'llmmlng pools and spas v-.here the bottom exposed edge of the glozing is less than 60 inc.he~ above the V'lalking surfac.e of the pool on the pool side of the glozing and the glozing is V'lithln 60 inches horizontall~ of the v-.iaters edge. 13. Roof Assemblies and Rooftop Struc.tures 13.1. Roof covering spec.iflc.aLlon inc.luding fostenlng sc.hedvle has been inc.luded 05 part of these construc.tlon drov-.iings. 13.2. Roof covering manufocture's installation instruc.tlons and test data certif~lng V'llnd lood compllanc.e must be submitted V'lith these c.onstruc.tlon draV'lings. 13.3. Y"leather protec.tlon - flashing sholl be In~talled In suc.h 0 manner as to prevent moisture entering the V'lall throvgh the joist in c.oping, through moi~ture permeable material, at intersedlons V'lith the roof plone or at paropet v-.iall penetrations. Flashing sholl be installed ot V'lall ond roof Intersec.tlons, at gutters, v-.iherever there 15 0 c.hange in roof slope or direc.tlon, ond around roof openings. Vilere flashing is of metal, the metal sholl be c.orrosioli-resistant V'lith 0 thlc.kness of no less than .01'1 InGh (26GA (.55 mm) galvanized sheet). 13.4. Materials - roof and roof c.overlngs sholl be of materials that are c.ompatlble v-.iith eac.h other and v-.iith the building or the strvc.ture to v-.hlc.h the materials ore applied. Roof c.overings ~hall c.onform to the oppllc.oble standards listed in c.hapter 15 of the Florida Building C.ode (F5C.). Roof c.overlng material sholl be delivered In pac.kages bearing the manufac.tures Identif~ing marks and approved testing agenG~ labels. Naiis and V'lood sueV'lS sholl be c.orroslon resistant conforming to ASTM 1661 ood ANSI/ASHE IB.6.1 respec.tlvel~. The c.orroslon resistanc.e of the nails and v-.iood sue...s sholl meet ASTM A 641, closs I or equal. C.lips sholl meet 1.5 oz per sq. ft. c.orrosion resistanc.e per ASTM A153. C.orro~lon resistanc.e ~ c.oating, elec.tro galvanizotlon, mechanical galvanization, hot dipped galvanization, stainless steel, non ferrous metal or allo~ 15 ac.c.eptable. 13.5. Non-ballastered roof c.overings ...ith slopes 2: 12 or less - roof s~stems v-.iith built-up, modified bitumen, full~ anc.hored or mec.hoolc.oll~ attac.hed single pl~, metal panels, and other t~pes of membrane roof c.overings sholl be tested for v-.iind reslstanc.e in ac.c.ordanc.e ...ith FM 4450, FM 4410, UL 580 or UL IB'11, ph~Slc.ol integrit~ In occ.ordanc.e V'lith ASTM G23 or G53, and impac.t resistanc.e In oc.c.ordanc.e V'lith D3146, ASTM D 4212, c.G S5 31-52M or FM 3310. The manvfac.ture's engineering doc.umentatlon sholl Include but not limited to the plac.ement and spec.lflc.atlon of underla~ment and roof material, ood the attachment necessary to resist the c.ladding pressures shov-.in Oli the floor plan. 13.6. Asphalt shingle roof c.overlng ...ith slopes 2:12 or greoter - asphalt shingles sholl hove self-seal strips or to be interloc.klng, ond c.ompl~ V'lith ASTM D 225 or D3462. Self adhering pol~mer modified bitumen sheet sholl c.ompl~ ...ith ASTM D 1'110. Underlo~ment sholl c.onform to ASTM D 226 t~pe I, or ASTM D 4B'1, t~pe I. Double underlayment 15 required for roof slope 2: 12 to 4: 12. The shingle manufac.ture's engineering doc.umentatlon sholl Inc.lude but not be limited to the plac.ement and speciflc.otlon of underla~ment and shingles, and the ottac.hment nec.essary to resist the c.ladding pressures shoV'ln on the floor pion. 13.1. C.lo~ ond c.onc.rete roof c.overing V'lith slopes 2 1/2: 12 or greater - clo~ tile ~hall c.ompl~ ~ith ASTM C. 1161. c.onc.rete tile sholl be in ac.c.ordanc.e V'lith the ph~Sic.ol test requirement as folloV'ls: transverse breoking strength per ~ec.tion 5.3 of ASTM C. 1161 and in acc.ordance V'lith table 1501.4.5.2.1 of the FBG, obsorptlon per sec.tlon B of ASTM C. 140, and freeze tho... resistanc.e per ~ec.tlon B of ASTM C. 61. Double underlayment is required for roof slopes 2 1/2: 12 to 4: 12. The tile manufac.ture's engineering doc.umentatioli sholl inc.luded but not be limited to the plac.ement and speCification of underla~ment and tiles, ond the attac.hment nec.essor~ to resl~t the c.laddlng pressures shoV'ln on the floor plan. CJ) Z o CJ) > W ~ cJ = ~ .-- .-- <- <15' \I"> ~ ~ <- z .-- ~ ~ ~ \I"> d ....... d z i8. ~ ~ ~ z . ~ ~ ~ ~ - ~ ~~~~ ...,~ ~ i ~ 1 Ei p ~ _ <;<'.; z CI:J z S~;~ - ~ ~ '0 ~ ....... $ ~ ~ ~ .-- ~ ~ i ~ z ~oo ~ ~ ~ ~ eg. re CI:J ~ ~ ~ . ~~~~ ~ ~~~~~ 8~~- ~~~ ~~~~~~o ~~~ ~~~ ~~n~~~ ;~~. ~x~ 2~a~~~[ij ~~~~ ~~~ ~~~::~~~ ~~~~ ~~~ ~~ii~ . .~ -~3 IlL..~ ~~~~~g~ ~~~ 2~~ ~~~t~~~ ~~~~ ~~~ ~~~g-}~~ i~~~ ~-~ ~~~~~~~ ~~~t !h dd~d ~~;I ~n 14. Handrails / Stairs 14.1 Handroils of circulor c.ross-sec.tion sholl hove 0 diameter of no less than 1 1/4" (32 mm) ond no greater than 2" (51 mm). 14.2 Handrails of nOli-circ.ular c.ross-~ec.tion sholl hove a perimeter of no less that 4' (102 mm) ond no greater than 6 1/4" (15<1 mm) ond the largest c.ross-~ec.tlonal dimension sholl not exc.eed 2 1/4" (51 mm). 14.2.1 A minimum radius of I/B" sholl be required on all edges. 14.3 Exception: A c.irc.ular cross-sec.tion of no less than 1 1/4" (32 mm) ond no greoter than 2" (51 mm), or equivalent graspabilit~ performanc.e of 0 non-c.lrc.vlar c.ross-sec.tlon Is required for handrails of dV'lelllng units or V'lithln d~elllng units. 14.4 A continuous surfac.e for griping sholl be provided V'lithout interruption. 14.4.1 Exc.eption: A neV'lel post 15 permitted to interrupt handrails at turns V'lith in dv-.ielllng units. 14.4.2 Exc.eption: Over the 10V'lest tread 0 volute, turnout, or starting easing ~hall be permitted In d...elllng lInits. 14.4.3 Exc.eptlon: To be c.olisldered 05 objec.ts not infringing the graspabllit~ of the handrail, the handrail brac.kets and balusters must c.ompl~ v-.iith the follov-.iing conditions. 14.4.3.1 The~ do not projec.t horizontall~ be~ond the sides of the handrail v-.iithin I 1/2" (3.15 c.m) of the bottom of the handroil and provided that, for each 1.2" (1.3 c.m) of additional handrail perimeter dimension obove 4" (10 c.m), the vertlc.al clearance dimension of I 1/2" (3.15 cm) wn be reduc.ed ~ I/B" (03 c.m). 14.4.3.2 Edges of the handrail brac.kets ond balusters sholl not hove a radius of less than liB". 14.4.3.3 Handrail broc.kets ond balusters sholl not obstruc.t more than 20 percent of the length of the handrail. 14.5 Handrails, guardroils, ond stairs for this projec.t ore 0 pre-manufac.tured s~stem. It 15 the responslbillt~ of the spec.lalt~ engineer for the manufacturer to designate the s~stem, components, c.onnec.tlolis, and attac.hments. The Spec.lalt~ engineer sholl forv-.iard Signed and Sealed Doc.uments to the Engineer of Rec.ord prior to c.onstrudion. 14.6 Openings in guardroils sholl be suc.h that 0 4" dia. sphere c.annot poss through, In addition, o curb or bottom rail ~hall be ploc.ed so that 0 2" dla. sphere connot pass under the rail. w CJ) :) o I o W a. CJ) ...J LL - C\J ~N :) g~ ge:> ~~ a. ...J W Z ~ Z o ~ >- ~ :>: CO o W z <1 CJ) w o 15. Masonr~ Veneer 15.1. Masonr~ veneer anc.hored to v-.iood framing - sholl be attached V'lith corosion-resistant corrugated sheet metal and sholl not be less than .02'1 inc.h ~ l/B inc.h v-.ilde v-.iith ends bent '10 degrees to form 0 hook not less than 2 Inc.hes long. Moi~ture protec.tlon sholl be installed to proted the structure frame and sheathing. The barrier sholl be at least T~pe 15 felt building paper ond mvst be free of holes ond breaks other than those c.reated by fosteners and constrllc.tloli s~stem usedln attaching of the barrier, and sholl be opplled over the sheathing of 011 the exterior v-.ialls. Suc.h felt paper sholl be applied horlzontall~ v-.ilth the upper la~er over the lo~er not less than 2 inGhes. Y't1ere vertical joists oaur, felt sholl be lopped not less than 6 Inc.hes. 15.2. Masonr~ veneer anc.hored to masonr~ of c.onc.rete v-.ialls - shall be attac.hed ...ith corroslon-reslstont c.orrugated sheet metal and sholl not be less thon .02'1 inc.h by l/B inc.h v-.ilde or corroslon-resitant ties of strand V'lire and sholl not be less than Y"l1.1 V'lith ends bent '10 degrees to form ond hook not less than 2 inc.hes long. 15.3. Metal ties sholl be embedded Into mortar Joints 0 minimum one the veneer thlc.kness. Eac.h metal tie sholl support no more than 3 sq. ft. of v-.iall area v-.iith a maximum Spac.ing of IB inc.hes vertlc.all~ and 24 inc.hes horizontall~. 15.4. A I inc.h minimum air space sholl be maintained betv-.ieen the anchored veneer ond exterior fac.e of the sheathing material. g ~ CO W ~ o SHEET SI I. GENERAL DESIGN REQUIREMENTS 1.1. Codes: 1.1.1. Florida Building Code (2001) Chapter 10 1.1.2. ASCE 1-qB, "Amerlc.an Soclet~ of Civil Engineers Minimum Design Loads for Buildings and Other Struc tures". 1.1.3. ACI 3lB-qq, "Building Code Requirements for Reinforc.ed Conaete." 1.1.4. ACI 530-Q'1 / ASCE 5-'1'1 / TMS 402-'1'1, "Building Code Requirements for Masonr~ Structures." 1.1.5. AF~PA IQ'1I, "National Design Specification for Yiood Construction." 1.lb. ANSI / TPI 1-1'1'15, "National Design Standard for Metal-plate-Connected Yiood truss Construction: 1.1.1, AISC-LRFD 2nd edition "Manual of Steel Construction." 12. Design Loads: 1.2.1. Roof: 20 psf Live Load @ 1.25 duration 1 psf Top Chord Dead Load, shingle roof 15 psf Top Chord Dead Load, tile roof 10 pM Bottom Chord Dead Load, g~psum ceiling. 12.2. Floor: 40 psf Live Load @ 1.00 duration 15 psf Dead load 1.2.3. Balcon~: 00 psf Live Load @ 1.00 duration. 12.4. Combined Roof and Floor Loading @ 1.00 duration. 1.2.5. Yiind: See Individual Signed and Sealed Dro.....ings b:J Struc..tural Engineering and Inspections, Inc.. Maximum dead load: 0 psf for shingle, 12 psf for tile @ 1.33 duration. 1.3. Unless spec.iffc.all~ noted other.....ise on these dra.....lngs, no provision has been made In the design for conditions occ.urrlng during c..onstructlon. The contrac.tor shall provide all necessary brac.lng and shoring required for all loads and Instabilit~ occurring during construction. The contrac.tor shall ac.cept full responsibilit~ for all such measurers. .. 1.4. It shall be the responslbilit~ of the Contrac.tor to provide all nec.essar~ brac.lng, shorl~g or other temporar~ supports to safeguard all existing or adjacent structures afFec.ted D:J thiS .....ork.. 1.5. No struc.tural member shall be cut, notc.hed or other.....ise reduced In size or strength ~ithout prior approval In ~ritlng from the Engineer of Rec.ord. lb. Contractor shall coordinate strvctural and other dra.....ings that are part of the wntract doc.vments for onc.hored, embedded or other supported items .....hlc.h ma~ affect the struc.tvre. In addition, the contrac.tor shall revle..... the struc.tural dra.....ings .....Ith all other trades and bring confllc:.ts to the attention of the engineer of rec.ord for resolution prior to c.ontlnuing .....ork. 1.1. The Intention of the plans and specifications is to provide is to provide all necessar~ details to c.onstruct a complete structure. JIt1en specific Information is missing or in confllc.t, contrac.tor shall contac.t the Engineer of ReGord for clarification or resolution. Contrac.tor shall not proceed .....ith the construc..tlon of structural elements or details that are not clear. 1.8. The Engineer of Record shall not be responsible for la~out, dimensional errors or discrepanc.les resulting from the reproduction and use .of c.ontrac.t dra.....ings for erectlo~ and shop dra.....lngs. Use of wntrac.t draY'iings reproduc.ed In .....hole or an~ part In shop dra.....lngs shall not relieve the contractor nor subcontrac.tors from their responsibilit~ to ac.curatel~ la~out, coordinate, detail, fabrlc.ate and Install a complete strvc.ture. 2, Boc..kfilling and Compacting: 2.1. Under slab on grade and footings, remove 50ft spots and foreign matter and all organic. material In the SUb-grade. 2.2. Fill material for sub-base of slabs in grade shall be clean sand to sllghtl~ silt~ fine sand, free of organic matter, cla~, cobbles, trash, debris and other unsuitable materials. 2.3. Unless spec.lflc.oll~ noted other.....ise, fill materiol shall be placed in maximum B" high lifts of loose fill and wmpac.ted to a minimum of '15% modified proc.tor dr~ densit~ per ASTM D 1551. 2.4. Unless notes other~Ise, provide under slab on grade: A 0 MIL pol~eth~lene vapor barrier on compac.ted granular material or compac.ted native sub-base. Vapor barriers shall be unpunctured .....Ith 0" minimum tapped laps. Vapor barrier must not create all" pockets. . Compac.ting of fill or existing material shall ac.hleve a minimum '15% modified proc.tor dr~ denslt~ per ASTM D \551. 3. Shallo~ Foundations: 3.1. A foundation surve~ sholl be performed and cop~ of the surve~ shall be on site for the building inspector's use, or all propert~ markers shall be exposed and a string stretc.hed from marker to marker to verif~ required setbac.ks. 3.2. Foundations have been designed for an assumed bearing capacit~ of 2000 pounds per square foot (psf). SOil of this capocit~ hos been assumed D:J the Enginee~ of Rec..ord to be found at the elevations indicated on the plan. The contrac.tor shall retain a FlOrida Registered Soils Engineer to provide testing and verif~ that soil of this c.opacit~ is available. 3.3. All footings, slob on grade concrete and masonry .....011 filled cell c.onc.rete shall have a minimum 28 da~s c.ompresslve strength of 3000 pounds per square Inc.h (psi). 3.4. lllickened slob and footing elevations sho.....n on these dra.....ings are based on the Information available at the time of preparation of the design. If actual job site or soil c.onditlons var~ from the assumed, then .....ritten direc.tions mvst be obtained from the Engineer of Record before proceeding \"lith the .....ork. 3.5. Keep excavatlol'"ls c.ol'"ltlnual!~ dr~ before conaete 15 plac.ed. If the 5011 15 softened D:J ~ater, the exc.avatlon shall be extended belo..... the softened material and the bottom of the slob edgelfootings lo.....ered to suit. . 3.0. Center all footings under their respec.tive c.olumns or ~alls unless other.....lse noted sho.....n on the plans. Maximum misplacement or ec.c.entricit~ - 2". Toleration for mlslocatlon of column dOv-.<els or anc.hor bolts to be per ACI or AISC standards. 3.1. Yihere vertic-a I construc.tlon jOints occur In continuous footings, provide a minimum contlnuovs 2"x4" ke~.....a~ aaoss joint for eac.h 12" of depth. Horizontal joints 1n footings is not permitted. 3.B. Coordinate plumbing lines ~Ith footing loc.atlons for Interferenc.e. Individual footing should be lo.....ered .....ith the prior approval of the Engineer of Record. Placement of c.onduit and pipes In concrete shall conform to ACI 31B ~ec.tion 0.3. . 3.'1. Excavating under or near in-plac.e footings/foundations .....hlch disturbs the compacted soil beneath the footing/foundations is not permitted. 4. Conc.rete 4.1. Conc.rete mix and placement shall be in ac.c.ordance >^lith the latest editions of ACI 301, ACI 31B, and ASTM C-'14 Standard Engineering Prac.tlces. 4.2, All c.oncrete shall have a minimum compressive strength of 3000 psi at 28 da~s, unless noted other.....lse. Concrete for slabs shall be plac.ed at a slump .....ithin the range of 3" to 5". 4.3. All reinforcing steel shall be ne..... deformed bars that are free of rust, scale, and oil and conform to ASTM Aol5 Grade 00, .....Ith a minimum ~Ield of 00,000 psi unless noted other.....ise. 3" minimum coverage for reinforcement in concrete plac.ed in direct contac.t .....ith the ground and 2" minimum coverage for reinforcement in concrete exposed to ~eather. 4.4. No reinforcing bars shall be cut to ac.commodate installation of embeds, anc.hors or other items. 4.5. Earth supported slabs Inc.ludlng exterior .....alk and drlve.....a~s shall be 4" thick minimum and reinforced .....ith ASTM AIB5, ox6-YiI.4xYiI.4 \"lelded .....ire fabric (I^lY'lF) at mid slob. Fibermesh ma~ be used In lieu of YiY'lF. 4.0. The addition of site ~ater to Inc.rease the concrete slump shall not be permitted. Suc.h practlc.e shall be deemed just c.ause to reject that particular batc-h of conaete. 4.1. Provide approved .....ater-reduc.ing admixture in all c.onc.rete conforming to ASTM C200. All other admixtures shall conform to ASTM C4'14 and shall be used In stric.t conformanc.e .....Ith the manufac.tures rec.ommendations. 4.B. The use of fl~ osh \"llthin the mix design is permitted suc.h that the ~elght of fl~ ash does not exceed 25% of the total c.ementatlous .....elght of the conaete. 4.'1. For read~ mix c.onaete the maximum time permitted for complete placement Is '10 minutes. 0reater times ore not ac.c.eptoble. GENERAL STRUCTURAL NOTES 5. Masonr~ 5.1. Masonr~ unit:'> shall be 1 5/B x \5 5/B size modular units unless noted. 5.2. Units shall be one and t.....o cell bloc.ks, standard .....elght made t~pe I Portland Cement, ~ater and approved aggregates, shall conform to the standard spec.iflc.atlon for hollo..... load bearing masonry units ASTM designation C'10 .....ith a mInimum compressive stren<;3th of 1'100 psi. 5.3. Masonr~ units shall be sa.....n, not broken, and shall be not less than half units, .....here cut. An~ exposed bloc.k shall be laid In running bond pattern, mec.hanlc.all~ bonded b.j overlapping alternate courses. 5A. At top of load bearing masonr~ .....alls, provide knoc.kovt bloc.k bond beams ~ith reinforcement as noted on plans. 5.5. Masonr~ mortar shall c.onform to ASTM C210 and shall be t~pe S .....here not In contac.t .....ith the earth or t~pe M \"lhere In contac.t .....Ith the earth. Compression strength of mortar 1500 psi. 5b. All mortar joints for hollo..... unit ma50nr~ sholl extend the full \"lidth of fac.e shells. Mortar jOints for solid masonr~ units shall be full head and bea~ jOints. Mortar head and bed )Oints to be 3/8" +/- I/B" thlc.k unless notes other.....ise. Exceptions: The bed jOint of the starting coarse over a footing ma~ var~ betV'ieen 1/4" to 3/4" thick. 5.1. All reinforcing steel shall be ne..... deformed bars that are free of rust, sc.ale, and Ol! and conform to ASTM Aol5 Grade 00, ~ith a minimum ~Ield of 00,000 psi unless noted other.....lse. 2" minimum cover for reinforcement placed In masonr~ ~alls exposed to .....eather, I 1/2" minimum c.over for reinforcement plac.ed In masonr~ .....alls not exposed to v-.<eather. No reInforcement shall be cut to accommodate the installation of anc.hors, embeds or other items. 5.B. Masonr~ grout shall compl~ .....ith the fine grovt requirements of ASTM C410. The slump sholl be B"-IO" and the minimum compressive strength shall be 3000 psi at 2B da~s. 5.'1. &routed cells shall have vertlc.al alignment sufflc.lent to maintain an unobstruc.ted continuous vertlc.al cell free of mortar droppings and be consolidated D:J puddling or vibration. Clean Inspection openings shall be provided at the bottom of eac.h grout lift for ever~ grouted c.ell. 5.10. Pre cost conc.rete lintels shall be manufac.tured b.j "Cast Crete" or approved equivalent. See plans for beam sc.hedvle and location. 5.11. Reinforcement steel shall conform to ASTM Ao15, 0rode 00 and shall be detailed In ac.c.ordanc.e .....ith the latest ACI 315, Manual of Standard Prac.tlce for detailing reinforcing concrete struc.tures. 5.12. See attached details and speclflc.atlons for minimvm lap splice lengths for steel re inforcement. o.mod 0.1. All Plumbing, Elec.trlc.al, and Mec.hanical rough-Ins must be complete, Inspec.ted, and approved before requesting the framing Inspec.tlon. 0.2. Yiood struc.tural framing members to be 1*2 Southern Yello..... Pine (unless noted other.....ise) .....Ith a modulus of elastlclt~ of If;OO,OOO psi per NDS-'11 and a moisture content not to exc..eed 1'1 percent at the time of Inc.orporation Into the building. 0.3. All ~ood inc.luding pl~.....ood and OSB In contac.t .....ith earth, masonr~, conc.rete or in direc.t exposvre to ,.,eather shall be preservative treated. Specific use of the presevotlve treatment shall be approved D:J the manvfac.turer and submitted to S.E.I. for revle..... prior to construction. 0.4. Roof sheathing must be Installed .....ith long dimension ac.ross the supports .....1 clips at all edges and shall be 1/2" pl~.....ood or 1/16" OSB, APA span rating 24/10 and exposure rating I unless noted other.....ise. Exception: Use APA span rating 32/10 pl~.....ood at hipped roof sec.tlons. Note: Do not overdrive fasteners Into pl~Y'iood/OSB - Anti-penetration devlc.es must be used. 0.5. Pre-engineered beams shall be TrvsJolst, 0eorgla Pac.iflc. or equal .....ith a minimum allo.....able bending stress ofF 2'150 psi and modulus of elastlclt~ of 2.000,000 psI. Sign and sealed engineering must be for.....arded to the Engineer of Record for revle..... prior to construc.tlon. 0.0. All pre-engineered beams supporting brick veneers shall be designed .....ith an odditional 1*/ft. load using 40 psf surface area of brlc.k. Def lec.tion shall not exceed 1/000. 1. Pre-Engineered, Pre-Fabrlc.ated Yiood trusses. 1.1. Signed and sealed engineering truss shop dra.....lngs shall be provided on the job site for the Inspec tors. 1.2. Individual trusses are to be designed b:J the truss manufacture per ANSI/TPI-Cl5 to safel~ wrr~ the design loads Indic.ated on the strvctural plans. . . 1.3. Shop dra.....lngs shall be sVbmitted for revie..... and approva.1 D:J ~he Engineer of ~ec..o~d prior to fabric.ation. Sklop dro.....ings sholl Indlc.ote: span, pltc.h, bearing size and loc.atlon, Ind1:'lduaI plate size and loc.ations, size/spec.ies/grade of lumber and locations, o.c. spacing, maximum deflec.tlon and loc.atlon, truss top c..hord, bottom chord and ~eb brac.lng. 0ravit~ load case design assumptions and information inc.ludlng; top chord live load, top chord dead load, bottom c.hord live load, bottom chord dead load, repetitive stress Inc.rease, duration stress Inc.rease, reac.tlons at bearing loc.otlons, Uplift loads case design assumptiol'"ls and information inc.luding; ASCE1-'1B designation, v-.<Ind speed, exposure, mean roof height, end zone, enc.losure, importanc.e fac.tor, uplift dead load, uplift reac.tlon, and duration fac.tor. Dra.....ings shall bear the impression seal of a Florida Professional Engineer responsible for the design. The revle~ of the shop dra.....lng shall not relieve the Contrac.tor from his responsibilib1 for seeing that the ~ork is completed, ac.c.urate and in compliance .....ith the draY'ilngs. The Engineer of Rec.ord reserves the right to make changes to the struc.tural plans after the shop dra~lngs hove been revieV'ied. 1.4. The deflection under live load shall not exc.eed 1/300th of the span unless other.....ise noted. 1.5. All lumber must be identified .....ith an offlc.lal grade stamp. 1.0. Trvss heel to be protected \"lith metal shield .....hen In contac.t .....ith mosonr~ or conc.rete. 1.1. Temporar~ brac.lng of the roof system shall be Installed per the Handling, Installation and Brac.ing (HIB-'1I) from the Truss Plate Institute and shall remain as part of the permanent bracing. 1.B. Do not notc.h, Glit, remove chords or drill truss members ~Ithout prIor .....rltten approval from Speclalt~ Truss Engineer. 1.'1. Remove and replace trusses damaged during shipping or erec.tlon. Do not repair trusses .....ithout .....ritten approval of the Specialt~ Truss Engineer. .. 1.10. Connec.t trvss to bearing ~alls .....ith anchors as spec.lfled in these dra.....lngs. Submit alternate anc.hors to the Engineer of Rec.ord for approval prior to use in this project. 1.11 Trvss to truss connection D:J truss manufac.turer ~/ spec.lflc.atlon and loc.otlon bearing the Impression seal of a Florida Professional Engineer. All connections shall be submitted for revle..... and opproval b.j Engineer of Record prior to c.onstrvction 1.12. All trusses supporting brick veneers shall be designed .....ith an additional #/ft. load using 40 psf surface area of brick. Deflec.tlon shall not exceed 11000. B. Anc.horage Notes. B.\. It shall be the Contrac.tors responsiblllt~ to coordlnote hisA1er schedule .....ith the roof truss submittal and properl~ install the spec.ified anc.horage to c..ompl~ .....ith these dra.....lngs. B.2. All anc.horage shall be used In strlc.t conformonc.e ~ith the manufac.ture's specifications. Simpson Catalog C-2002 and T-Ac.horspec. 5/00 unless noted other.....lse. B.3. Alternate manufac.ture substitutlons .....ill be considered .....ith receipt of .....ritten proposal, including suc.h tec.hnical documentation deemed appropriate b:J the Engineer of Rec..ord. B.4. All truss to truss connections are considered part of the per-engineered truss s~stem and shall be detailed as part of the truss shop draY'iings. B.5. Continuous anchorage from framlng/oearing must be provided to the foundations to resist uplift. B.o All connec.tors and fasteners Installed in contact ~I perservatlve treated lumber shall be approved for suc.h use by their manvfoc.turer and revle.....ed D:J SE.I. prior to c.onstruc.tion. 10. TERMITE PROTECTION NOTES AND SPECIFICATIONS, 10.1. Certific.ate of Protective Treatment for prevention of termites. A .....eather resistant jobsite posting board shall be provided to receive dupllc.ate Treotment Certiflc.ates o.s ~ac.h required protective treatment is c.ompleted, providing a cop~ for the perso~ the permit 15 issued to and another c.op~ for the building permit files. The Treatment Certlflwte shall provide the produc.t used Identit~ of the appllc.ator, time and date of the treatment, site location, area treated, chemical used, percent conc.entratlon and number of gallons used, to establish a verifiable rec.ord of protec.tive treatment. If the sOil c.hemic.al barrier method for termite prevention is used, final exterior treatment shall be c.ompleted prior to final building approva I. 10.2. Notic.e of termite protection. A permanent sign .....hlch Identifies the termite treatment provider and need for re-Inspec.tion and treatment contract rene~al shall be provided. The sign shall be posted near the ~ater heater or electric.. panel. 10.3. In order to provide for inspection for termite infestation, clearance betY'ieen ext~rlor .....all coverings and final earth grade on the exterior of a building shall not be less than 0 Inc.hes .....ith the follo.....ing exceptions: 10.3.1. Paint or dec.orotlve cementitious finish less than 5/8" thick adhered directl~ to the masonr~ foundation ~all. 10.3.2. Ac.c.ess or vehicle ramps Y'-lhlc.h rise to the Interior finish floor elevation for the .....Idth of SUGh ramps onl~. 10.3.3. A 4-inc.h inspec.tlon spac.e above patio and garage slabs and entr~ areas. 10.3.4. If the patio has been soil treated for termites, the finish elevation ma~ match the building Interior finish floor elevations on masonr~ construc.tlon onl~. 10.3.5. Masonr~ veneers. 10.4. Protection against deca~ and termites. Condensate lines and roof do.....n spouts sholl disc.harge at least I foot a.....a~ from the struc.ture slde~all, .....hether b.j undergrou.nd piping, tail extensions, or splash blocks. Gutters \"lith do.....n spouts are required on all buildings .....Ith eves of less than 6-inc.hes horizontal pro Jedlon, except for gable end rakes or on a roof above another roof. Irrigation / sprinkler s~stems and risers for spra~ heads shall not be Installed .....ithin I foot of the buiiding 5 Ide..... a I I. 10.5. Termite Protec..tlon. Termite protection sholl be provided D:J registered termltlc.ldes or other approved methods of termite protec.tlon labeled for use as a preventative treatment to ne..... construc.tlon. 10.5.1. The Initial c..hemic.al soil treatment for svbterranean termite prevention inside the fovndatlon perimeter shall be done after all excavation, backfilling and c.ompac.tion is complete. 10.5.2. Spac.e in conc.rete floors to be boxed out or formed for the subsequent installation of plumbing traps, drains or an~ other purpose shall be created D:J using plastic or metal permanentl~ plac.ed forms of suHIc.lent depth to eliminate an~ planned soil dlsturbanc.e after Initial chemlc.al 5011 treotment. 10.5.3. Chemlc.all~ treated soil shall be proteded ~ith a minimum 0 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder plac.ement, retreatment is required. An~ .....ork, Including plac.ement of reinforcement steel, done after chemlc.al treatment until the concrete i5 plac.ed, shall be dOl'"le In SUGh manner as to avoid penetrating or disturbing treated 5011. 10.5.4. Concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to the application of exterior chemic.al soil treatment. 10.5.5. Chemic.al 5011 treatments sholl also be applied under all exterior conc.rete or grade ~Ithin I foot of the primar~ structure side ~alls. Also, a vertlc.al chemlc.al barrier shall be applied promptl~ after construc.tlon 15 completed, Including Initial landscaping. and Irrigation / sprinkler installation. An~ soil disturbed after the chemlc.al vertical barrier IS applied shall be promptl~ retreated. 10.5b. This structure shall have pre-construc.tion treotment protection against subterranean termites. The rules and 10....5 as established D:J the FlorIda Deportment of Agriculture and Consumer Servlc.es shall be deemed as approved .....ith respec..t to pre-c.onstrvc.tion soil treatment. A c.ertiflc.ate of compllanc.e shall be Issued to the building deportment b.j the Ilc.ensed pest control compan~ that c.ontalns the follo.....Ing statement: "The building has rec.elved a complete treatment for the prevention of subterranean term'ltes. Treatment In ac.c.ordanc.e .....Ith rules and la.....s established by the Florida Department of Agriculture and Consumer Services. " lOb. Penetration. Protec.tlve sleeves around metolllc. piping penetrating conc.rete slab-on-grade floors shall not be of cellulose-contaIning materials and shall receive applic.atlon of a termiticldes in annular spac.e betv-.<een sleeve and pipe. 10.1. After all ~ork is completed, loose ~ood and debris shall be completel~ removed from under the bvilding and ~ithln I foot thereof. All Hood formS and supports shall be ~omplete removed. This inc.ludes, but Is not limited to: .....ooden grade stakes, forms, controc..tlon spac.ers, tub trap boxes, plumbing supports, brac.lng, shoring, forms, or other cellulose-containing material plac.ed in an~ location .....here suc.h moterlals are not clearl~ visible and readil~ removable prior to the completion of the ~ork. rlood sholl not be stored In contact .....Ith the ground under an~ building. 10.8. No \"lood, vegetation, stumps, dead-roots, cardboard, trash, or other cellulose-containing material shall be buried on the building lot ~ithin 15 feet of an~ building or the position of an~ building proposed to be built. 10.'1. Termite protec.tion shall be provided b.j floor framing of naturail~ durable .....ood, preservative-treated .....ood, 5011 treatment or other approved methods. AREA: LIVING: 1211 S,F, GARAGE: 400 S,F. PORCH: 12B S,F TOTAL: 1l3C1 S,F, CJ) Z o CJ) > W ~ ~ <::> <'- <'- ...... en \I"> ~ ~ ...... z <'- ~ ;a "" \I"> d ...... d Z ~ P. ~ Z . en ~ ~ ~ ~ ~ i ~ ~~~ ~ "'" ~ "'" ~ 1 ~~ ~ I ~~~~ r:n :;..-.; S~;~ - !9 ...... '-0 Z ...... $ ~ ~ ~ c- ::..a ~ i ~ ~ ""~~ ~ g ~ if en i~!nd ~~!8 ~~I ~~3~~~~ <"'l ~f~ ~~~~~~S ~~~" ~~~ ~~~:~~~ ~I~~I ~~~ I~ ~ D . . ~ m ~ U) 3 ~ ~ ~ b~~g~~ i~~ 2~~ ~~~}Q~~ ~~~~ ~ ~ ~~~g~~~ ~~~~ ~t~ ~~~~~~~ I~~f. 1~3 :hl~~~ ~~U ~n prior to construc.tlon. w CJ) :) o ::r: () w a. CJ) -J U. ~'" 1 ~" ""'" s(\J SF Pc:> CJ) a ~err.=A -J W Z ~ Z 0 ~ >- ~ >- ~ OJ Q W co Z . . ~ w ~ CJ) W Q Q SHEET 52 = ~N ~~ L,. --,S LEN6TH L (IN) ! "'" r 30" r 10 r~ N"Ji'N"2N"~"~"L'Nz llrLZ + LAP SPLlGE DETAIL t."-..l"lf-X rJ-~ x '1J-:6- X 'C~lf X r~ 2"1'"' S TO, ClO DE6 HOOK ':)' Q .... I 2~"" ~ NUMBER S REBAR HOOK AND lAP DETAIlS@-2 SCALE, '=1'-0' 53 F,\500AAD SHEET X-REf\fO.WATION DETAILS\Ji5 LAP AND f'OOK I' DEEP WNTROl -XlINT SIItVJT VlITHIN ;;WNe.. SLAB ~~ GONe.RETE \ :; 6XbVll.4X1il.4 Y'W" OR FIBERl-ElH ~ u,. / .~ ~,:.....-._ ~ _ _I!iL;_ _A> . . '.~ '. ~~~~~X~" ,,~/~~/~~~~ 1 6 MIL VAPOR BARRIER TYPICAL SLAB CONI'ROL JOINT ",,-o'@-- SCALE: F,\500AAD SHEET X-REf\fO.WATlON DETAILS\506 WN11<Ol.. .1JINT.Dr6 12' DRYi'W-L EAGH F p.a 2'x4' MIN. STUD 6RADE OR "'mR ';W;. I.' OIG ~ t-- 116'x3' T APGONS OR APPROVED EQUAL lJ 32' OIG t-'M Z <{ 0: W W \fl 2'x4' MIN. P.T, P\..ATE~~ 4' SlAB VlITH 6Xb Vl'.4~71.4 Y'W" OR FIBE J '. , . .. . ' ", L SLOPE . -~. - -.... -. -...'-r-;- -' ..,' ~.---'" ".,.' · " .4'4-~ '9 '-(/-(' /.(y /.(y ~{Y /.(~, ,,~ ~'----!~4.L..;, '-;:",.....!..'---o' -'- :-7..-,. -;': '-7 =- ~ ~,~~~) ~\~'/": "."" .', A- %~>>>>>>>>/R '/"~"'~~~"~'~~~,>>~~<<t~~<<t~ CLEA",TREATED FILL //,,/,:: V .(~~~"< ~~ ~0z0(0(~\ WMPACTED TO '15% MODIFIED 1/' " , PROCTOR PER ASTM D~151- B" 1'-4" 4" 6-MIL VAPOR BARRIER (2) #5 WNTIMJOIJ'S ON 3' CHAiRS T'T1'IC TYPICAL 1 !ITORY SEe. }J GARAGB lITEP WIO ~'-o' @ F,\5TANDARV SHEET X-REF\fOJNOATION DETAILS\MONO STEP AT 6ARJ..0E161N NON-BR6 LEN6TH L (IN) ~~ ~~ em Of P!..1t1I3 Tot..ERAIa5 !XIN) 01'50 0 (rT) 12' 1/4' I' 24' 112' 2' 36' 3/4' 3' 4el' I' 4' 60' 11/4' 5' 12' 11/2' b' M' I 3/4' l' '1b' 2' /)' I 100' 2' 'I' ,f ~ <100' 2' 10' , \..PlUMB LI NE ~ 1 it! {. LEN6TH L (IN) ~ 1 ~ ~ .' ~ l.,.. -!.. + ~ ;l 1- 1/4'-4 ~N i~ OJT OF F'V.NE I~TALLATlON T0LERANc.E5 WN) lJ200 L (rT) L(IN) lJ200 L (rr) 50' 1/4' 4.2' 2fX)' I' 16.1' 100' 1/2' /).3' 250' 1-1/4' 201')' 150' 3/4' 125' 300' 1-112' 25.0' J LESSER OF DI'5O OR 2' our OF PWldB 'fOI..BRANCES our OF PIANB 'fOI..BRANCES TRUSS INSfAUATION TOLERANCES '0"-', "'5,<1'-0' cw F,\5TANDAAD 5tffT X-REf\lN5TALLATlON TOl.fRANC.ES I Z \fl<{ W-l [2Q... ~ttJ \fl Pr~H' PREGAST LINTEL ABOVE OPENING> 1== TYPIC,AL LJ l' . ~iNDOIi. WNNECTION PER t-'A."IJFAGTlRERS SffCIFIC,A TIONS DO NOT SPLI C.E fiiNDOY'1 SILL UNDER MULLIONS ir II 1611 VlIND OR Ht.RRIC,ANE PRECAST SILL W F1 ftU l-'ORT AA BED XiINT W U~, KNOc.KOJT BlOCK FILLED rilTH 1500 PSI r\J l-'ORTAA rilTH (I) Ji5 WNT. FOR OPENIN6S 6REATER THAN 6'-0' OR VlINDOr6 THAT REQUiRE VERTIC,AL i'1JLLlON5. NOTE, #5 TO EXTEND b' INTO ADJAGENT fiLLED CELLS EAGH END TYP, , MASONRY T'T1'ICAL INTa SCREEN AND A.U HEAD -XlINT TYPICAL SECTION TIlRU WINDOW ~ \is! F,\5TANDARD SHEET X-REF\MASONRY r1ALL SEC,TIONS\LINlR SEc.TION NOTCH LINTEL V'lHERE KNOCKOUT COURSE rllTH (I) #5 REQUIRED FOR CONCRETE GONT, FILLED HITH GONC.RETE\ PLAGEMENT ~, ~ ~l\d~', ~'lg. ..: : ,[L-1., ~- 'r-;-I,'. . " .... 'J ...., '.~r . i~~;,f' " .:" , 4, ,', .. ,.,', " , . I',,' 'f I,' " , \ I . .,i I , ,'. I. , .' 'jIl" 1 I' " . _,. , ," ,'. I, " , .. " .,!I~\".""'.' .' '.; ,': 4' ," I' ','" """""""":,."- , ,~. I , '., ~ ,,' , '.. ~ . .. . , ,~' Ii. .'" .. ..~....~_~. .4. 'J.,~' ~ri ' .or. , ,,','" , .. ,"'---------,.' , . 1~ ' .jl., \STANDARD '10 DEG. HOOK Ii r I .114" II .1 PRECAST LINTEL FILLED, IN OPENINGS GREATER THAN 6FT USE (I) #5 OR AS NOTED' ON PLANS..J L OPENING ') II: .ji 11 ',~ .1 I I t " I '~ ~j II V~FILLED CELL rllTH (I) #5 VERTICAL i, SEE FOUNDATION PLAN FOR Loc.ATION L'" .'J .1 It I::, , ,,1., .',1 I I ~ ~:. I I, 1 i, ", II' Jl ---/' = Ii' ~ I~ IT II, ,"'== NOTES, I. FILL LINTEL AND CEllS ABOVE LINTEL 2. VERIFY l11A T ALL REINFORCEMENT HAS BEEN PROPERLY PLACED B, SEE PLANS FOR ADDITIONAL INFORMATION 4. DOOR AND rllNDOrl INSTALLATION TO BE PER MANUFAc..WRERS SPECIFICATIONS TYPICAL PRECAST LINTEL ASSEMBLY ~ \is! F,\5TANDARV SHEET X-REf\MASONRY HALL SEC,TIONS\LINlR A55EMBLY.Dr6 f 2'x6' #2 S.Y.P, P.T, GARA6E BUc.K F AS TENED TO MASONRY W 1/2'x/)' 'J' BOLTS W 3/16')(2' DIA. elATE "'~<R> . 12' OIG VERW;AU.Y~ I I ~ "r9i3 t L_ >< t C2J:. ,4 '.' (."~ I,' ~~J ~." .,--'e.. '" " . "', 7 #5 VERTIC,AL IN B' MA50NR1/ FILlED CELL, PROVIDE (I) FILLED Cal FOR OPENIN65 LESS THAN 10'-0' A."D (2) FOR 0PEN1N6S lP TO 16'-0' VlIDE NOTE: GARAGE DOOR DESIGN AND TRACK MOUNTING DETAILS ARE TO BE PER THE APPROVED PRODUCT TESTING, THESE DET AI LS ARE BY THE GARAGE DOOR DELEGATED ENGINEER PER THE COMPONENT AND CLADD I NG PRESURERS SHOY-iN HERE Y-iITHIN 1YPICAL GARAGE DOOR BUCK DETAIL @- F,\5TNlDAAD S/-ftT X-REf\MA5ONR'( i'W-L 5Ec.TlO~\6AAA6E BUc.K DETAIL.Dr6 PRE-ENG>INEERED rwo T'Rl1SSES ~";2~ON -c.ENITR/ ~L I VERiFY TESTED ROOF GOYERIN6 SEE DETAILS FOR 5PEGlflC, INFORl'A TION) 24/1b SPA." RATED~' OSB R B' wx PI.. Y/'tXlD FASTENED PER ROOF NAILING> SCHED\..lf ISlWl: BARRIER - (\(\(\(\(\(\ il2' HI6H STREN6TH OR 5/B' 6YP /'8~ W I 3//)' DR'11iALL NAILS OR DRYliALL SCREl'6 l' Olc' CElLIN6 4 B' Ole i'W-L R-I'I MiNl11JM 1i'r'.JU.ATIO i N->< ~ ~\, \ :, "I \ ~ 51"""'" "TAl'""'" on"""" NOTElJ ~iP ED6E I _ FASCIA BOARD T'T1'ICAL (SEE ARC.H, D~) I'x PT, NAILER S TV. qO DE6, f'OOK (SEEDETAI~~ ,I . ~'I " DRYIWL OYER~' P.T. FURRIN6 .' I \ STRIPS 0 16' Ole W R4.1 INS\.tATlON .. u . #5 VERTICAL IN FILLED CELL FROML~ ' FOOTING> TO BOND BEAM IN FILLED c.ELL . r I HEADER BlOCK U.NO~ " II: ,~ I'x PT, BASE NAILER Q... "" It ' ,I 6x6 Vl1.4~14 V'W' <{ th- J f'lAC,ED AT MID-DE = "- '. OF SlAB T'T1'ICAL () I "- .' 4'x4' IN5PEC.TION PORT :..W lL....., -.,'- ~ - - U -II. _t -- -.--'- ... f ;$ .~ . ". . ,. . ~ / ~ ~>>/-V~~~~~H '0'0'0,ORADE ~ "~/>>/):;Y: 1 ~ ~/>y)::Y' ~ ~ CLfANFILLWMPACTEDTO y./.~/ //~/ //" . ~~. . ",/ /;</;''(/ ~L '15lli MODIFIED PROCTOR PER /,. /,' /, ' , '<..<, V'- '" d:l ASn-1 DI551, FILL TO BE TREATED, ," ,'" /A~~'" ',"~:"" VA>>> " //",r/r7~~~ " ~'01' . "--- ~2) Ji5 WNTINlJOUS ';1 3' C.LEAR ON 3' CHAIRS I' 4"" TYPICAL 115 DOra rilTH " S TV, '!ODE6 HOOK B'xB'xl6' KNOCKOJT BlOCK W L HEAD .1JINT flUED VllTH 3000 PSI WNe.. AND (I) 115 CONT. INTa SCREEN EWRATIVE FINISH TYPE S MORT AA -e' MASONRY TYPICAL I-STORY 8fEM WAIL SECTION @- SCALE, 'iHFf'T )(- ~AII 5Ec.TION<;\I-5TnRT'STEM.Dr6 46' ON CENTER 12" MAX. 2"X4" TOP CHORD BLOCKING LAP SHEA1111NG ~ ./""2"X4" PLATE FASTENED W 16DX3 ~" @ 4' Ole. MIN. Y'1ITH (3) 16DX3 1/2" TOENAILS\ (STAGGER SEAMS) V PER JOINT FOR (4) TRUSS BAYS \ ./ 2"X4' SUB-FASCIA MIN. 00 ~ / M II ~ W 2"X4' OUTLOOKERS @ 24" OIC 2'X4" CROSS BRACI 1 @ RI DGE AND RAT RUNS I W (3) 16dx 31/2'@EAe.HJOiNT/:6"3-COATSllJC.COOYERFELTPAPERBACKED DiMPLE METAL LATH @ 4'-0" Ole. (ABOVE BLOCKING) I OVER Ii' 05.5. FASTEN W Bd @ 4" OIC EDGES AND 6" OIC FIELD II I 2"X4" STIFFINER >^lITH I ~;PRE-ENGINEERED fiOOD GABLE TRUSS filTH ST\JDS 10d ;< 3 1/2'@ 4" OIC + ;P 1\ I @ 24" Ole. MAX. "L' BRACE PER PRE-ENGINEERED 3) i6d INTO GABLE BOT, CHORD\ TRUSS SPECS, ,,-@48r-I'OICI/:2"XB"P.T.SILLPLATE fiITH~" DIA.x B" "J" -"'" BOLTS OR 1/2" A301 ATR W 6' MIN, EMBEDMENT INTO SIMPSON SET EPOXY @ 24" OIC MAX, rx1 rx1 + ~M7 rx1 r ~~ ATTACH GABLE TRUSS TO PLATE Y'1ITH 16d@ 4" OIC 2"x4" BOTTOM e.HORD BLOC~IN1J ~~~SIMPSON META20@24"0ICFASTENEDTOGABLE @ 46" OIC FOR (4) TRLJSS BAYS m T VERTIe.ALS ALTERNATE INSIDE AND OUTSIDE FACE >^lITH (3) 16d x 3 1/2" TOE NAILS EACH END FlAT BOTfOM GABLE SCALf, =1'-0' ~ MASONRY OR CAST IN PLACE f,\~irWARD 5IftT x-RB'\m..155 ElRAGI~\ftAT GABU: ~ L.. AREA: LIVING: 1211 S,F. GARAGE: 400 S.F, PORCH: 128 S,F TOTAL: 113<:1 S,F, CJ) Z o CJ) ~ ~ cJ 0 ~ ..... ..... ..... en ...., ~ ~ ..... z 12 ~ "" ...., d ..... d Z ~ Z . ~ ~ ~ ~ ~ ~ ~ j ~~~~ '< - .....~ g! ~ ~~ 1 ~ ti P g! _ en z ~~;; --- ~ ~ ..... H ~ e \0 Z ..... $ ~ ~ ~ ..... ::.:l ~ i ~ ~ ~~~ ~ g ~ if en i gg~~~ ~~ig ~~~ ~~\lS~~~a ~~~ ~~3 ~~3~~~~ <~~ ~:t ~~~~~~5 ~~~" ~~~ ;~m~~ ~i~~~ U<~ ~~~~ . \~ -~8 III F ~~~~~~~ ~~~ 2~~ ~~~ \~~~ LS<9~ ~~~ 6~~h~~ ~~~Q ~I~ m~~~i m; l~i: ~~~~~_J ~~~~ ,<_7 ..,1 I i --.J LL ~~ N w z N CJ) ::> ::> 0 1-== 0 () J: 0 C) () () W CJ) =-zJ a. c:( CJ) a. --.J W Z ~ Z 0 ~ >- ~ >- ~ OJ Q ~ W CO Z W (.!) ~ CJ) w Q Q SHEET 53 I ~ ~ ~ \1 \1 - - - - - ~""~ :>>..,,"~ o I I I WNTINlJOUS LATERAL BRAGING I _ _ _ _ ~ / ~ I II (aB) MAINTAINS SPA6ING, M IJ :; PERMITS LATERAL ElIJC,KLING OF ALL rt:B t1:M3ERS AT 'llllllllllll} m:SAMETI~. I / / J 20'-0" MAX -GONT, BOTTOM CO~D BRAC.IN0 I"X4" MIN, \ ?< Qi w Qi w ---- 0'" IX - <( Q6 >< o I ~ ----~ w 5> w '-t ----~ ~ 0 \!) ~ ----- o I ~ ----- 9~ ~~ ~~ >< - ~ 5>~ ()~ >< O~ . ~}:~ '1--- Qi w Qi w L TOP ~ OOTTOM CORD GABLE END BRACING 0 4'-0" O.C. MAX, fOR 2) "T" BRACING MAY BE USED IN PLACE Of PERMANENT fiRST (4) ROY'6 Of TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST <10% OF THE Y'lEB. NOTE, I) SEE TRUSS MANUfACTURER'5 TRUSS ENGINEERING GUT SHEETS fOR ADDITiONAL PERMANENT BRACING Tl-iA T MY BE REQUI RED REQUIRFD MIN. PERMANENT TRUSS ~~""'~4V ~~AC\ v ~ I J V ~ BRACING rIIT11 (2) 100 X 3' AT EACH ..kJINTJ TOP OF TRUSS BOTTOM GHORD RAT RUN LAP SPUCE DETAIL SGAlE, "5"W~ F,\SlWARD 5I-ftT X-REf\TRUSS BAAGING~ TRUSS BAAGE.Dr<<;. (ENCLOSED, 120 MPH, 3 SEC 0UST, 2.5/12 TO 6.'1/12 PITCH, EXP05IJRE B, 1=1.0) lRlBUTARY ROOF WVERINGS END lONE INTERIOR lONE AREA (FT2) HALL OVERHAN0 HALL OVERHAN0 10 14.'1 -50,1 26.0 -35.0 -12.0 26.0 -28,0 26.0 -48,3 30 13.6 -45.4 24.5 -32.0 -6'1,3 24.5 -21.0 24,5 -48.3 100 10.5 -34,1 22.5 -28.1 -50,1 22.5 -25.4 22.5 -48.3 NOTES, I. FOR EffEGoTIYE ~ OR t'!IND SPEro5 BET\'ffN THOSE GIvt:N m: LOAD MA'f BE INTERPOI..ATID, O~ISf l1X T11E LOAD ASSOGIATID liTH T\-E Lovt:R EffEGoTIVE N<fA 2. TABLE V ALIB 5HAl..L BE ADJJS TID FOR HEIGHT AND E.Xf'O'5(RE BY t-U. TIPL YING BY ADJJS 1M:NT WEffIe.I6(TS IN TABLE 1606.20 OF T\-E A..ORIDA WILDING WOE 2001. 3. PLU5 AND HINJ5 SIGNS SIGNlf'T' PRE5'".M<E5 A6TING TOHARlJ AND N',A'f FROM T\-E WILDING SlJRfAGES, 4, ' FROM FBG TABLE 1606.213. 5. ALL WMPONENTS DESIGta] TO HEET OR EXCffD f'RES":JJRf N3CNE BY DB..EGA TID EN6\NEER. A5 A ~T1ON OF THIS SIGN AND SEAL, AND IN cot1"LlANGE liTH SEc.TION 6IGI530-006, DEl..f6ATE EN6INffR K!5T FORI"AAD J:lOC.UI-'ENT A T10N TO Sfl FOR REVlB'i COMPONENT & ClADDING DESIGN PRF.SSURB 020 ~ F:\5TANDARV SHEET X-REF\NOTE5\COMPONENTS AND GLADOIN6 120 ENGLOSEO.o~ -~ (N 2Xb OR LARGER 5P #2 OR 5Pf #1/#2 VALLEY RAFTER (5) 2X4 5P OR SPf #3 CRIPPLE (MAX HEI6HT 6'-;3') (C) 2X4 5P OR 5Pf #3 CRIPPLE (MAX HEIGHT 6'-;3') (D) 2Xb OR LAR5ER 5P #2 OR 5Pf ilt~ RID€>E RAFTER NClTE: RIDGE RAFTER (0) MUST NOT BE OF LESS SIZE THAN mAT Of' VALLEY RAFTER (N. REFER TO VALLEY DETAIL VALTRU550b'l'l FOR 5UPPORTING TRU55 6RAC-1N6 DETAILS. NClTE, (5), (C) MAX HEI6HT HlTH IX4 'T' BRACE IS <1'-10". (5), (C) MAX HEI6HT HlTH 2X4 "T' BRAC-E IS 11'-2'. FOR IX4 AND 2X4 "T' BRAc.IN6, BRAc.E TO BE SAME GRADE AS CRIPPLE. fASTEN IX4 'T" BRACE TO C,RIPf'LE HlTH ed NAILS AT 4" oc.. fASTEN 2X4 'T' BRACE TO C,RIPPLE HITH 16d NAILS AT 4' oc.. TOP C,HORD Of' TRU55 BENEATH VALLEY SET MJST BE BRACED HITH PROPERL '( ATTACHED RATED SHEATHING OR PlJRLINS AT 24' O.C. OR VALLEY SPACING AS 5Ffi:.IFIED ON THE ENGINEER'S SEALED DESIGN FOR THE 5UPPORTIN6 TRl)5S, (2) lad NAILS, TOE-NAILED :>".. (3)lbdNAILS,~ (~) > # TOE-NAILED ~~"..,~ > '- / '/ SHEATHIN6 ~ (N ~* (3) 16d ~~ NAILS, TOE-NAILED ~ T~ SUPPORTIN6 TRUSSES , AT 24' oc. MAX 5PACING ~ ~ .......... r- SHEA T111N6 7:WI-'PRESSION Y'f:B, SLOPING OR VERTIe.AL, .~ ~. OR 1'fi3 NEEDIN6 APPROx. :':', 4~.-.. ~::~ BRAGING. y~:::, - - ~ ~"'" '0..""""'\ '0.."" ~ ~ GLB...../ "' ~ GEILlN6 " r 2X4 -3 OR STUD 6RAD!: DBR NAILED TO OPPOSITE SIDE OF Vi:B AND REPEATED AT 20 fOOT INTERVALS TO RESIST LATERAL MOVEMENT, ATTA6H TO Vi:BS rIITH (3) lad WHMaN NAILS. THIS IS A DANGEROUS CONDITION FIG. 1 FIG, 2A r-SHEATHIN6 V:WI-'PRESSION Vi:BS, BEFORE AND AFTI:R ---- ElIJC,KLING, I TO PREVENT THiS FAIL~.~ OR RESTRAiN m: LATERAL BRAGINGI DIAGONAL BRACE RESTRAINT (OOR! rIIT11IN M UNIT (3A 4 38) USE METHOD SHOrIN IN FIG, 2A OR 2B ~BEARING FOR TR185ES m: DRNiING BELOt'! (fIG, 38) SHOV'6 HOt'! TO RESTRAIN m: WNTINLOJS LATERAL BRACING (aB - ~), m: DIA60NAL BRACE RESTRAINT (DBR -1:::::::::::::f) I1EMBERS ARE 2><4'5, m: ENDS OF f'tl1c.H ARE ATTAGt-fl) TO TOP 4 BOTTOM CHORDS. m: DIAGoNAL BRAGE MAY BE ATTAGHED D:REc.T1.Y TO m: GLB OR TO m: /'EB OPPOSITE THE GlB, l1X m: SAME NAILING SHOrIN IN FIG, 3A. DBR ~.A'f TRAVERSE Jv'ORf THAN 11"<<:) 1l<lJSSE5, DEPENDING ON TRlhS HEIGHT, (;3) lad NAILS TYPIGAL r;) Ibd TOENAILS 1YP1e.AL ,13) lad NAILS TYPIGAL rrX4' 'X' BRAGE ATTAGHED 2"X4' 'X' BRAGE ATTA6HED I r2'X4' "X' BRAGE ATTA6HED DI REe.1l 'f TO TRUSS rt:B D1REc.1l 'f TO TR1JSS GHORD I D 1REc.1l 'f TO TRVSS 5c.AB ~lA ~lI ~ 'A ~.{/ ~; ~~~~ I V~~/~ (;~~L f~ Ll .. Ll 'llJ~' ~ ~ \ "-<:.oNT, RAT RUN NT, RAT RUN NT. RAT RUN 2'x4' 5c.AB W (3) lad \ ~~ \ ~~ TOP AND BOT -,-=-ENGINEEREV rwo "'"1"Kl:-EN6INEERED Y"OOD -f'RE-EN6INEERED rwo TRlhSES 0 24' 0/(, . 1l<lJSSE5 0 24' O/G TR185ES 0 24' O/G OPTION 1 OPTION 2 OPTION 3 "NOTE, 'x' BAAGE TO BE FA5TEla] TO VERTIGAl.. sc..AB OR /'EB W (3) 1O.:Ix3' NAILS AT EN.H TRUSS -x- BRACE DErAILS SGAlE,",5,"I',,' ~ F,\5lWARD 5lft:T X-REf\TRUSS ElRAC,ING\x-I3RAC.ING 4' SLAB HlTH 6X6/'11.4xi'i1.4 ~ .~~~~~." ~,-.--'----.~~':' -'" ~. 1"\' I '-.' , = ~~~. .:, ~ '~ fI ~,>>"S,>>"f:= ~ ~'/ " ''\,W//0//5> ~, '" ' j' " ~,".::::!,<...'f.t- :1'/)0 /...... V '.., (~~......)' /" A....., V. /.( ~ ~ r; "" "~. ~"~"'<tr' ",\:" aEAN TREATID FILL / C.QMPA6TED TO '15% I10DIFI 0." 1'_0" PROCTOR PER ASTM DI551 (.I 6-MIL VAPOR BARRIER GRADE ~ , =- (2) 115 GONTI~ ON 3' CHAIRS ~ WIDE TmCKENBD SlAB DErAIL F,\5TANDARV SHEET X-REF\FOUNOATION DETAILS\12 HIDE nllCKENEO MONO 5c.ALE: '"'''' CID PARTIAL FRAMING PLAN / V~ '" I' '" '" '" / / / ..., ~ '\ \ .* INSTAlL 2"x4' CROSS BRAClN6 @ RID6E AND \ 4'-0" MAX. VV' (3) 16dx 3 1/2" NAILS @ EACH INTERSECTIN0 MEMBER YiHEN TRUSS IS EXPOSED TO HIND. MMON TRlJSSES AT 24' oc. '-- (3) lad NAILS, TOE-NAILED ""GIRDER I (SABLE CONVFNnONAILY FRAMFD VAUBY DErAIL ~ \g/u_ 5c.ALE: N. T.5,= I '-0' F:\STANDARD 5lft:T X-REf\TRUSS BAAGING'lONY.YALlET'.Dr<<;. ~ ~ " ~ ~ ~~ ../" ...<::P ./ \ .':~ ~" ..:>- f'oo. ~ ~,.:... ~ k1/\~ ../' ...<::P ../' .......... \ I ../' ~ ~~~~ \ I ~ FIG, 28 EXAMPLE TRUSSES ./ - ) AREA: LIVING: 1211 S.F. GARAGE: 400 SF. PORCH: 128 S.F TOTAL: 113Cl S,F, U) Z o U) > W ~ cJ @- ~ rA 64 z ~ p." ~ ~ ~ - ~ ~ ~ 1 (J) z - !B ~ ...... ~ ~ ~ ~ (J) ANClIORAOB AND RFSrAAINr OF lATERAL BRACING 5c.ALE: N.T.5,=I'-o' F, \STANDARD 5lft:T X-REf\ TR1JSS BAAGING\J.A TEAAL ElRAGIN6.D\'1G ~DETAIL\ ~ 2'X4' MIN. ElRAGIN6 liTH (2) 100 X 3' AT EACH ..kJINT...../ .I / ~ (2) lad NAILS, TOE-NAILED THRlJ CRIPPLE INTO RIDGE BOARD ~ ~~:i'B) lad NAILS ~ \(D~) ~ H3) lad TOENAILS COMMON \ 'TO BLoc.K TRlJSSES -{3) lad NAILS AT 24' oc. (C) (5)..... ~-.- \~2'X4' 6UXK HI (3) 4'0' TYP. ~Iad TOENAIL EAV~_~ RAFTE....... L I L' L (2) Ibd' NAILS, Tc€-NAI~!CAL) RID€>E RATED SHEATHING CONNEC,TED TO RAFTER TRUSS TOP CHORDS PER Sf'EC.IFIC,ATIONS (3) \6d NAILS, TOE-NAILED THRlJ C,RIPPLE INTO TRU55 TOP CHORD TOP OF TRUSS BOTTot1 GHORD RAT RUN lAP SPLICE DErAIL SGAlE"'5."I',,' ~ F, \5 OOARD SHEET X-REf\ TR1JSS BAAGING\RA T RUN LAP.Dr<<;. NOTE: Zw -0 ~<( - D- ~\Jl PARTITIONS DESIGNED TO RESIST A LATERAL LIVE LOAD NOT LESS nIAN 5 PSI" AND IF SHEATHED W LATH 4 ...._ PlASTER. DEFLEC.TION AT THiS LOAD I .; SHALL NOT EXGffD U360. I ~/ ~ ~; ROOF OR FLOOR '\ FRAMING ~ ~, ~ 2) 16d TOENAILS ON SAME SIDE 2'x4" HIN, Sn,o 6RADE OR r BEffiR SMJS 024' o/e. w,x--............. -}-- INGlE 2'x TOP PLATE 3/16'x3' T APWNS OR ~ APPROVED ALTERNATE /I ) Ibd TOENAILS STUD TO PLATE 32' o/e. TYP1GAL~ ' -MIL VAPOR BARRIER 2'x4' MIN. P.T, PLATE 3 1/2' HiN. SLAB rIITH 6X6 NOTE. ~4"'4 ,... OR "oc...,.~~ y'- 51,..''''''' PDP"- "'" PO""'" t-....... ~ A6TUATED FASTENERS /'11TH I 1/2' GLEAN TREA TID FILL...!os- ~:;:s. ~ -y-,:....:.,' -.--' ~"" EMBEDMENT PAGED AT 24' O/G w,x. WMPA6TID TO '15% l-'ODIFIED (1". 'Y. ~.,. """- -:> ~;.r MAY BE USED IN LIB) OF TAPWNS PROCTOR PER AS111 DI55/--.~~~~~ ; ,<<<<<<-....<<<-....<<< '7%'Y~ . 1YPICAL INTERIOR NON-BEARINO' WALL SEC.7ION ~ ~- F,\5TANDARD SHEET X-REf\fRAME rw.L SEC.TIONS\NON-B% 506 i- RIDGE LINE --~"t MINIMUM 2"X4" VALLEY FRAMlN0 REQ()7RED '-O,} ~ ~'- -)/ ~ } } H "'" ri'-o' ~,_. ~ ~ ~ ~ ~~ >-<~~ K } ~ ed COMMON NAILS 0 3' OIC EDGES AND B' olC FIELD NOTE, I) SEE STRlJC.1lJRAL NOTES FOR SHEATHING SPECifiCATIONS 2) END JOINTS Of THE SHEATHING ,.0 BE STA60ERED AND QC.C,UR OVER FRAMING. PROVIDE PL ,(~D CLIPS (I EACH JOINT ROOF DJAPJIRAOM NAILING SCHBDULE@-l 5c.ALE: N.TS,~I'-o' 54 F,\STANDARD 5lft:T X-REf\TR1JSS BAAGING~ NAILING = ed COMMON NAILS 0 b' OIC EDGES AND 6" OIC FIELD <::> <- <- ~ ~ i ~""d ~ d Z ~ ~ ~ ~~~~ ~a:~~ ~d~p." <zp.,,~ S~;~ $ ~ ~ <- ~ ~ ~ ~ ~ o~ ~ ::1 _ ~ .... iE ~ - ~IU ~ ~ .' . ~~~C) ~~g~~~~ B~~~ ~~~ ~~~~~~C) ~~~ ~~~ ~~~2~~~ <~~ ~x~ ~~9~~~~ ~~~~ ~~; ~~~m~ d~'~- ~~~ ~~~~~ .~ ~lD3 1M<~ ~~~~~~~ ~~~ 2~1: ~1~fW ~d~ ~~~ ;~I~~~~ ;i~~ II; -;-~~~~ ~~C)~ ~~~ ~~~~~~~ ~~~~ ~~~ -J LL ~~ C\J w z N U) ::> ::> 0 J-:= 0 0 I 0 C) 0 0 ill U) ~ a. ~ U) a. -J W Z ~ Z 0 ~ >- ~ >- ~ CO Q N w - CO Z . . (9 W ~ U) W Q Q SHEET 54 r 3'-0" ,.~ . . " .. lllP AND RlDGB SHINGLES F:\5TANDARV SHEET X-REf\5HIN6lE INSTALLATION\Yt:NEN VN.l..E'(, SGALE, ~ T.5,o 1'-0' F,\5TANDARV Sl-ffT X-REf\5HIN6lE INSTALLAT10N\b-TAB SHINDLE. a I =- 1 - I 1/2' r .' . " ,,',_ ..' I " " '0'.,., ,-' ' ,_.\ .,-....;..j. '...... ---. ". . :O.O'~'. ~.. l' ..' ".... ....... " :.,'~~ .~~ " '. . 11)"" 1: . .." a . ',' I' , ;z::) " . ',' ......' ...... Q " " ',' I, " ',0 " . . \....). ' ,", " " ,',,' 1'1' 1/2 - I' 1YPICAL 6-NAIL SHINGLE INSfALlATION SGALE, ~T.5.ol'-o' NAILS ON &' c.e<TI:Fl. WV<IH.H 5/11N6LE CUT TO fiT OVER PiPe -"NO 5ET IN SHINGLE VENT SlACK. ~T ROOf' c.fM:;Nf @- SCALE, ~T.5,ol'-o' ~~ F:\5TANDARV Sl-ffT X-REf\5HIN6lE INSTALLAT10N\YENT 5T~K.dI-lg 36' ROLL. OF GI'-F I^EATHER Y'iATCH EAGH S1RIP TO EXTEND AT LEAST 12' BEYOND GENTER OF VAllEY EXTRA NAIL IN END Of S1RIP CAUTION, DO NOT LOCArE NAILS GL05ER THAN 0" TO THE VAllEY CENTERLINE I ;/ I WOVEN SHINGLE VAILBY ""'E, ~,.."". ~ F: \5T ANDARV Sl-ffT X-Rff\5HIN6lE INS T ALLA T10N\I'CVEN V N.l..E'(. I. Genera I 1.1. Roof dec.k5 and exl:,tlng :,urfac:.lng rooterlal mu!:>t 00 dry prIor to appllc:.atlon of 5hingles. 1.2. Prodlic:.t DelIvery. storage and Hoodling 1.2.1. DIstrIbute stac.1<.s of shingles uniformly. not In c:.onc:.entrated loads. 1.2.2. Y'tien c:.ondltlons Harrant, Install temporary battens to fac:.llltate roof loadtng. 1.2.3. Care shall 00 taken to proted the underla~ment durIng the shingle loadIng and !:>tac:.klng proc.8ss. 2. MaterIal 5pec.lflc.atlons, 2.1. Fasteners 2.1.1. 5I11ngle fasteners shall 00 galvanized 12 gauge sha,k HI!.h liB" dIameter head of 5Ufflc.lent length to properl~ penetrate 7' Into or thrOV<j1 !.hlc.k11ess of dec:.k. 2.1.2. 5I11ngle fasteners rrust 00 drIven flush HI!.h the surfac.e of the 5hlngle. Six Fasteners shall 00 Installed per shingle a nominal 5 5/B' up from the bottom of the 5hlngle. 2.1.3. Underla~ment fasteners - Nalls or c:.ap nails shall 00 of sufflc:.lent leng!.h to properly penetrate ?" Into or wough thlc.kness of dec:.1<, mlnlrrum #1 gauge. 2.2. Asphalt Saturated Roofln9 Underlayments. 2,2.1. Organic:., tljpe II, c:.ommonl~ c:.alled No. 30 or 30#, c.onformln9 to ASTM Standad D 22b, t'::jpe II organic. saturated. 2.3. Metal FlashIng 2.3.1. Fla5hlng 5haB 00 mInImum 20 ga., G-"10 c.orroslon resistant metal - c.onformlng to ASTM A 525 and ASTM A "10. 2.3,2. Lead for soil stac:.ks shall 00 a mInimum 2.5# per so... ft. For lead c:.ounter flashln9 reqvlrements follol"l Lead Assoc:.latlon r8Goommendatton. 2.4. Asphaltic. Adhesive 2,4.1. Asphalt plastic. roof c.ement - c.onformln9 to ASTM D 4586, ttpe II, non-a!:loo~tos, non-rumln9< heavy bod~ material c:.omposed of asphalt and o!.her minerai Ingredients. 3. Ad1eslve strip. 3.1. 111ese shingles have a spec:.lal thermal sealant !.hat firmly bonds the shingle together after appllc:.atlon ~en exposed to !:lun ood rolam temperatures. If 5hlngles are damaged by Hinds oofore sealing or are not exposed to adequate 5Urfac:.e temperatvr'es, or If !.he self-sealant gets d1r'tlj. the shingles ma~ never !:leal, 3.2. To In:,ure ImmedIate sealing, apply 2 quarter-sized dab5 of shingle tab ad'ieslve on !.he boc.k of eac.h lab, approxImately I' from eac.h end and I' up from the bottom of eac:.h tab c:.omer. The shingle rrust be pressed flrml~ into the adieslve. Note, the appllc:.atlon of exc:.esslve tab a&1esIve c:.an Gaise bllsterln9 of the shingle. 4. InstalTatlon Proc:.edures 4.1. Under-Iayment, Standad Slope 41\2 or more, Cover dec:.k HI!.h one layer of underla':JOOnt In!;talled Hlthout rolrlnkles. Use only enoU<j'l nails to hold underlayment In plac.e until c:.overed by 5h1n91es. 4.2. Pvt underla~ment on top of metal drip edge. 4,3. Edge metal shall 00 Installed over !.he anc.hor !:lOOet at all perimeters and fastened 6' on c:.enter rollt.h 12 go. CorrosIon resistant roof nails or ot.her fa!:>teners. All Joints 511011 00 lapped a mlnlrrum of 2'. ContInue from eve up rake/pble In 5aOO mamer, ensuring Hater'-5heddlng c:.apabllltle5 of all metal lops. The !:ltarter c:.oUr5e 511011 00 bonded to the metal HI!.h Asphaltic. adhesIve. 4.4. starter Co.Irs8 4.4.1. Start at either rake and lay in el!.her dtr'8Gotlon. 4.4.2. Plac:.e starter shingle 3/B' over eave and rake edges to provide drip edge 4.4.3. Trim tabs off all starter c:.OUr'se shingles, then plac:.e In a 4' HIde pvddle of Asphaltic. roofIng c:.ement. Noll at 4" olc., 3-4' from eave. 4.5. Flr:,t c.oUr5e to start and c:.ontlnue roll!.h full shlngle5 laid flush HI!.h the starter c:.ourse. 5I11ngles may 00 laid from left to rIght or right to left. DO NOT lay 5hingles straIght up the roof stnc:.e !.hIs proc:.edure c.oo c.aV58 Inc:.orred c:.olor blend and may damage the shingles. 4.6. Sec:.ond Co.Ir5e, trim 6' off of shingle and all even numbered c.oUr5es. Position the shingle on the top of the c:.vtouts Of the vnderl~lng shingle so !.hat there Hili 00 5" of eac.h 5hlngle exp05ed. Strike a c:.halk line about every 6 c.ourses to c:.hec.k parallel allgment HI!.h eaves. 4.1. Valleys 4.1.1. Standard Roll Metal - minimum [0' HIde, 5hall 00 plac:.ed over the anGhor 5heet In the valley and shall 00 fastened 0" on c:.enter HI!.h 12 go. Corrosion resistant roofing nalls, or o!.her fasteners of c.ompatlble metals near the outside edge of the vaney metal. All JoInts 5hall 00 lapped a minimum of 6' In a ood of fla5hIng c:.ement. me c:.ap 5hlngle 511011 00 bonded to the metal Hlth Asphaltic:. adieslve 4.e. Flashing and c.ounter Flashln9 at Hall Ab.itments 4.e.1. Install 4")(5' "L' flashIng fluSh to ba5e of Halls HI!.h 4' flooge on t.he anc.hor 5heet and nail near the metals edge. Lap Joints 4' and apply fTashIn9 c:.ement oot....een laps. Start at 10Her porflon and Hork up to ensure Hater tightness. Fastened 0" on c.enter near the edge of the metal. 111e c.op 5hl09le shall 00 bonded to the metal HI!.h AsphaltIC adhesive. 4.B.2. Seal along top edge of vertlc:.al flange, c:.overln9 all nail penetrations Hlth flashIng c:.ement and membrane ..mere reqvlred. 4.B.3. l"i1en installing optional c:.aunter flashln9. lap top flange of base fla5hlng minimum 4'. Nail metal near the outsIde edge a minimum of 6" on c:.enter or seE Into reg lets (s8Goured properl4,l and thoroughllj c:.aulk. Lap Joints minimum 3' and appl~ fla5hln9 c:.ement ootween Taps. 4.'~. PIpes, Turbines, Vents, Etc.. 4.Q.1. Appl~ flashing around base of protrvslon and on the bottom side of metal flanges sealing unit base fla5hlng to dec.k, 4.Q.2. Noll and 5ec.ure all sides of base flashing near the edge. Make c.ertaln base Is flush to dec:.k. OAF MATHRI1.8 CORPORATION SHINGLE APPLICATION INSfRUcnONS SGALE, toi.T .5.01'-0' IC.A T10N Sf'ff,IFIC.A T10N5 This drawing is for reference only. The engineer of record for this project is reproducing this published information for convenience to the contractor and inspectors only and offers no opinion os to its correctness to resist the published loads, AREA: LIVING: 1211 S,F, GARAGE: 400 S,F, PORCH: 128 S,F TOTAL: 1l3Gl S,F, C/) Z o C/) > w a::: cJ ~ en z ~ P. on ~ ~ I z ~ ~ ~ en - ~ en - = r- r- i ~ ~ ~~d @,dZ Z ' ~ ~ ~ ~ ~ ~ ~ ~ 5 'g~o~p... z <' z p... z ~ s~;~ - $ ~ ~ r- ..a ~ ~ ~ ~~~ gE-4~ if ~ ~.~ ~!~~ b!:~~1 ~J h~ ~~~gi~~ <~~ ~f~ ~~9QI~~ ~~5~ ~~~ -~a3i ~~- ~~~~ ~~~ l's~-: ~ ~iii~~ X~lU gS~~~~ ~~38 ~<~ ~nm~ n~~ iU ~~~~~~~ ~Ui ~~~ ~;~~ ,~~ ~ -~ ~-~ ~~3~~~~ ~~~~ ~.~~ -J N Ll.. ~ N w z C/) ::::> F= ::::> 0 0 0 C) I 0 0 0 ~ W ~ a. C/) a. -J W Z ~ Z 0 a::: >- ~ >- ~ m 0 ~ W 00 Z W ~ ~ C/) W 0 0 SHEET 55