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Home My WebLink AboutBIN A-4 PERMIT 3399 13'-n" PJ'-P;" ... I ~ ~T...4 ...""'. I ~ .. €)::: -.! - -€)::: ~ ~ - - >-- r-- >-- - - 6' BIFOLD DOORS >--~----------------- :-- ~----------------- ~ €)= I l[ ~ ~ - I rr ~ '-- = €F ,;- '----n /J( / ~ 1 ~/I ~ I '\)' I rt \ -<{i Bedroom # 1 11 '4" X 10'6" 0- ~LDDOORS db @ - I 1_1"'''''~:>(rT' I ... ... I:)' . ")" q'-n" I. \. t\~\. /, .), . ~ :'l v -f.<.\'O "'/-\ .9\ -l' ~(V ,,{~ \:)V J' ,'\ d~ ~ "V!- . N,. , ( ..I ~ i _,\ :)~ _ \;J ..;j~ /~ &i Ii "jf'v../~, \~ ~, ~ $ ~ , . /'~' ,,/ I .I"~~....'. I_ ,:~ c; 'I @ ~ i ~1 ~. . . ~;' lif I I ~~'~V~G =@ ~--, \( t-. ?~~, ~ ~~ \f)--, lB~ v I ~', _ iiI Cl ~ '\ . =€ " ~ 'm"" n a; ~ \ 9f .~ ';Y · ! y () ~ ~r~ ~ I 0/ j\ I \ _ ) =@ I , \ / ~~ ! r II 7 L______J I ~~ Iq'.o" ~ / ~ =@€)= ,1 ~ db /' I-TT I 5C! '-In" 34' .11" ~I'.I" :)1:)' -i" ~',4'" .4~~ .~" ,. .~ "~'~ ~ 0 l().\\ 'J (; f . ~z-- ,~J ~(} .. vt "7 ~D ' ,:/ dD@ :....... ! ...JIII': 1 I I~~ 1_"" , I I I n~."",....- ~~~~. I I ~_ . !~' 6'O"5UQ6V66~ CW6FI '. ~l -cr .'. 6Fr- II-~ ~~-- ~ '$j\ 'e'ER DR..~/" G;"'c' ~ I .~.' e; I ~ ,._'MU [ L@ e , , / 1 / I I /1 . ~ ~I@ ur~ -------<i},----~H<j\------// ""- ~:~ I" Kitchen Di~mg----I ~ 9f1!~ 12'9" X 10'6" " '2-LP-V ~ ~~y / '.'/'.#' p ~fi' .."'...... II.V(Y //1 '11' -::::::::::J" , ",'" .." 16" PLANT SHELF _------ ~--------___------~-c----------------~; I' " " I ", ( // I, \ / I' \ // I ''I. \ / i,' \ / I , ~ """"" ~ ,<~:':~ : Fe- t L~~~})~~] I ...cc..... / J. ~ ! '~) ~\ /// l' "" I !J ~ : ~/ .I ,/ ~'"", ~ ii! ,'" / 1 (~) , '" , " . I~""" ~ " ", ~ (T , I /" ~ , I // $$$~ ~.~.\ I <lli ", ~ . I!I. ,. rt-I ~ ~ .,~~~~ (;\ '\ @ @ : I 6vc~'f/ ltJ \ I ~ : '\o~ 0 l t]t/ ( r\t?/J 8: V I ~l D \ ~ \.: -y- I I v;;.. \ 15'-n" 1 2'-6'..-/ I 8 b ~ -~--------~: [. ------ 16' 0" · .b,,, @(~ ~ Master B. room 12'6" ~ )2' ~~ tV$ \ " " ' , I)' " (1/ \ \ \ I I , rL db "-L. /: . ~'"~ "t,0 ~\ ~ ~ /~r ./ 1/ V~ c~ " =@ ~'.; I ~ I'~~l 4: Bedroom #2 11 '4" X 10'6" r-- ri l , , , ~ '- /' ~G~ tv A'C HA."'DLER IN TRGSSES t J ~ ~ ~ ~ ~ ,< Garage .1"'!jj~ d:i~~ . ~\ ~ t~. __.- ( ~4j{j;A~'_'::~<- "" 16'-0" X 7'-0" Garage Door ./ I -, "'''''ll:llMY' db tli - I I I I .1 I I +HB. @ (~ ~ II' f)" #",;..-' /:/ ;/" ~~../I?1:.1':'J'" .". ,d":;:;- ~ If)' -()" f)' -0" l'-4" In'-()" FLOOR & ELECTRICAL PLAN I:)q' -I () " ELECTRICAL LEGEND ~ 2~ ~ G.F.L $ SWITCH d::D AF.l. d::D 110V . d::D PHONE 110 V GROUND FAULT RECEPTACLE 110V ARC FAULT RECEPTACLE 8 CEILING FAN 110V WATER PROOF OUTI..ET SCALE 1/4" = l' -$- - _ INDICATES f)" MASONRY SHEAR ~LL TYPICAL INDICATES #5 VERTICAL IN - CONCRETE FILLED CELL CONTINUOUS FROM FOOTING TO BOND BEAM, 1IDV LIGHT CIELlNG OR WALL CEILING FAN WI LIGHT o SMOKE DETECTOR c::::J ELECTRICAL PANEL @ 110V 50 CFM BATH FAN TELEVISION ~ o . Gi:neral Structural Notes (See Structural Details for Additional Information) 0 o FLUORESCENT FIXTURE 1A 8"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. 18 8"x16" Minimum precast composite bond beam filled solid with concrete. Provide (1) #5 continuous in knockout block on to course. 8M Knockout coarse filled solid wi concrete wi (1) #5 rebar continuous under window sill. Do not s lice window sill under mullion location. \ \ \;)/ , 7__ ~ ~ 2' GAL V RlSCR. ""\ 200 AMP METCR~ SOCKm' ' #<i cu DR1VE.."l GROUND RODS 1-\ c.A 8'0" APART \ r -' C I - K - - - - ~ - - ~ ~ i-- - - - \~ 11-4\\ ~ L--'. ":-':' l r "' ,....." ,.' i' .'.;- t '! " ".\t\ <=> C\J t-- c::> ~ //f' ).2!OTHNN CU FEEDeRS / rl' GALV NlPPLE. ..' / / / '0 / / / / / / / / / / 150 AMP SINGLE fJHASE ~BRI:AJ(I:R PANIlL WITH MAL'i TYPICAL ELECTRICAL RISER DIAGRAM CONCRET~ IlNCAS~D 'UFI:R' ELECTRODE REQUIRED P!:R AJ!.T 2.5~SO_ 1m N.C.C. MUST Be lNSPllCTlill ?RJOR TO CONCR.lITE fltACCMI:NT' AREA: LIVING: 1211 S,f, GARAGE: 400 S,F, PORCH: 126 S,f TOTAL: 113q S,f. (j) Z o (j) > W ~ cJ ~ en ~ ~ ~ ~ ~ ~ Z ~ ~ ~ en ~ en - = .-- .-- ~ r: ~ '2 . ...... "" 0 ac; d Z ~ Z . ~ ~ ~ ~ ~ ~ ~ ~ ~ "@Eid~frl ~o z ~ z ffi ~~~~ s ~ ~ ~ 8 ~ $ ~ ~ f;:; ~ ~ ~ ~ ""g~ gHr::Q ~ ~ - !DIU ~ gg~f~ m~ ~~~ ~~~~~~Q ~~~ ~~~ ~~~~~j~ ~~~ ~~~ ~ 9QI;:'sd lC05~ ~lH~ ~~~~ ~~~- ~~~~ ~~~ ~~-. ~ ~in~~ >=ij)UJ ~n~~~~ ~~~~ ;<~ ~~~!~m~ ~d~ ~I~ ~~~~-l~~ ~~~~ ~~~ ~~~.~l~ !~~~ ~~~ ~hrhl ~dl ~n fd7c{~ J)T ..., }-0fl 't\ -.J u.. ~ w z (j) ::> ::> 0 0 () I 0 () () W ~ a.. (j) a.. -.J W Z ~ Z 0 ~ >- ~ >- ~ en 0 ~ W 00 Z UJ (9 ~ (j) W 0 0 SHEET fltj}/i'cJur'3--r/0~~ / }~}UJYL~tM <;)~ /1A-Vh. 61"! h-. LN 11\(})t"~ ~)2)"ij.) LPJ\- ') T ~,};;t<S}~..JL'i ~...jsn6,~S )>):.;2 t="0t r110~';' 'I ~LA' '(",....r- 'J'~" ,", DATE_~i-L4'~' ~~'-' f2 t S:> EUlc2lNG OEPT APPROVE~CX<-D 6L1-'~ t'\LL \VOR..'<. SI !ALL CO\rj'L Y \\I111i ALL PRE:. V All.1'\JG CODES. FLORIDA BU1LD~G CODE. NA llO\'AL [HeTRlC CODE A.. '-:T. CITY OF ZEPHYPJ ELLS ORD~A'-:CES f' .~~,~ RIDGE VENT I [fj] 9 23.6 d;) 25.1 L +25.6 -21.8 II +242 ~ -26.4 REAR ELEVATION r a , ~ L LEFT ELEVATION SCALE 1/4" = l' ~ ~ ~ ~ SCALE 1/4" = l' RIGI-Il~ ELEVATION SCALE 1/4" = l' RIDGE VENT -H- 11-411 ~ +24.411 -26.6 ~ ~ -2b.1 FRONT ELEVATION SCALE 1/4" = l' II fXXY.IIINDIGA1B HINDOH AND DOOR -XXY. DE516N PRESSURES (?SF) AREA: LIVING: 1211 S.P. GARAGE: 400 S,F. PORCH: 12B S,P TOTAL: 1l3C1 S,F. (j) z o (j) > w ~ cJ ~ ~ ~ ~ ~ i ~ ~ i2 . ..... V"I 0 ~ d Z ~ - Z . ~ ~ ~~~ ~ j ~ ~ ~ ~ <-~.....O-~~ I~~~~~i ~ .... ~ ~ ~ 8 ~~ ;2 ~~~ ~ ~ ~ r:s fj ~ is ~ p ~ ~ iE en - 11-411 ~ - ~1lJ ~:;)~~ .~~~~ ~~~~~~~ g~~- ~~~ ~~~ ~ Q ~~~ ~~ @~S~~~~ <~~ ~X~ ~~~~~~5 ~~~~ ~~ ~~~~~~!9 Qbl~~ ~~~ ~~~~~~ ~~~u. ~~~ g~~~~1j~ ~~~~ ;<~ ~~~!~~< ~~~~ ~h ;~~~~~~;m IU -;-~3~~ ~~~~ ~~~ ~~~~~~~ ~~~~ ~~~ 7-' \ f .........., I \ . ".~ : -.J LL ~~ W Z (j) ::> ::> 0 0 () C) ::c 0 () () (\J W (j) a.. ~ (j) a.. ..- -.J c:> W z --J ~ z 0 ~ >- ~ >- ~ (Q 0 ~ W co Z W C> ~ (j) W 0 0 SHEET 2 '1'~~ r+----~'~:~---- ___:__~__ ______'~~~_____ _____'_ _~_+,2' . I I I r- - ---------------------------~. '--~-------- Db 60--- ()~ 9 ~ ~ Q~ -' - trm N _I N 4'- " I " , " - ----------------- --- ---------- -------- --------- ------- ------- -, ~ ------------------------6R------ t-~t - -----~-- ... \l5~{' '", HA~R i ~ I \ ,~~ I t\..,. ,.\\ \ I ~ , ~ I / ~ ~r ~ \ l ~ r-----------------------------J V\~\. ~,Y.v I , ~'-' ~ ..1' I I~ - t-t I VJ \\ ~'9 I ct ~~~ ,-I I I I I I --- ---7~--6A--- -;- -~- V I~I I } I-I II 4" SLAB ON GRADE OVER 0 MIL ) VAPOR BARRIER, OVER TREATED SOIL. REINFORCE r-lITH oXo r-l1.4-r-lI.4 VViF. FIBERMESH IS ALLOr-lED NON LOAD BEARING MONO FOOTING STEP IN SLAB SEE DET AlL I: (1) _I tr 9 d) # 5 VERTICAL RODS FROM FOOTINGS TO BOND BEAM ABOVE ,,-~ C.J. ~ I I ~l ~i 16'-0" X 7'-0" Garage Door L _______________ _________ ___________ ________ _ ~_____ ______ 36"x36"xI6" DEEP PAD FOOTING ~ITH (5) #5 EACH YiAY BOTTOM TYPICAL @ PORCH COLUMN ____.J , I FOUNDATION & PLUMBING PLAN SCALE 1/4"=1' NOTE: ALL FIXTURE LOCATIONS MUST BE DETElUvllNED FROM FLOOR PLAN AND THE RESPONSIBILITY OF LOCATION IS THE PLUMBING CONTRATORS = = ~,~ f' ,;.,.,.,. . .\ i .\-\', C) N ~ C) ~ AREA: LIVING: 1211 S,F, GARAGE: 400 SF, PORCH: 128 S,F TOTAL: 113q S,F. en z o en > UJ Ct: cJ ~ en z ~ ~ ~ e ~ ~-~ IS' ~ 1 ~ z -~ ~ ~ z ~ ~ ~ ~ ~ = .- ~ r: I "'~d ~ d Z - Z .. ~ . ~ ~~~~ ~O;:~~ fil' p. <~~z S~;~ $ ~ ~ .- ~ S;~z ~aa ~ ~ ~ IE I~!~bi i~i~ ~~~ @~3i~~~ <~~ !.~ ~ ~ 'i~5 ~~~~ h<~[6 ~ijj~~ rY~ Qfa~~_ ~.: ~~~~ ~~ ~~~u- ~~~ ~~., ci1~ ~~8~ lM~~ ~~~~gg~ ~~~~ ~~ ~~~!~ID~ ~~~~ ~~~ ;;i~~~~ iUi I~~ MI~~I ~~d ~~I ....J U. ~~ UJ z en ::::> ::::> 0 0 () I 0 () () UJ en a. ~ en ....J UJ Z ~ Z 0 Ct: >- ~ >- ~ (Xl 0 ~ UJ 00 Z UJ C> ~ en UJ 0 0 SHEET 3 ,.~;~ ~ \!:.u r2\ /-V /~ ,/ / V / / / " / v/ / / / ~ / PI,'I I' I I', '1 i' I SIMPSON HBTAL20 1/10' EMBE01-f:NT - UPLIFT FI F2 1515 LB 415 LB 1100 LB SCALE, N. T.5.= 1'-0' .-/ SIMPSON MOT /"" / ~ / ~ // ~ / /1 "" /~ I ~ / ~ : / ,,! :/ ,,: / -- ~-- -- --- -- --- -- , V " I I I 1 I N5 T ALL A MINIi'W Of (4) IOd NAilS INTO TOP Of EACH ANO-tJR SIMP50N 5P2 1'(pI(,AL QUANITY UPLIFT 3"165# 2 1'13011 If;' A 1R W 10' EMIJEPMENT W SIMPSON SET EPOXl' INTO FllLfD caL SCALE, N.T.5.=I'-o' SIMPSON I~ .? --+ UPLIFT FI F2 1450 LB 251 LB 251 LB SCALE, N.T.5.=I'-o / ~ /....- ~ r \' ~ TYPICAL U.N,O. \ ~ , ROOF PLAN SCALE 1/4" = l' THE EN61NEER OF RECORD HAS NOT REVIEHED THE FINAL PRE-EN6INEERED WOOD TRUSS LAYOVT OR EN6INEERIN6 TO VERIFY LOAD PATl-IS. EN61NEER RESERVES THE RIGHT TO MAKE ANY REVISIONS DEEMED NEGESSARY AFTER THE TRlJSS EN61NEERIN6 AND LAYOJT IS SUPPLIED TO SAID EN6INEER. AS A CONDITION OF THE SI6N AND SEAL OF THIS DRAHIN6 PER SEc.TION 61615-30,006 DELE6ATED EN6INEER'S RESPONSIBILITY, THE DELE6ATED EN61NEER (TRlJSS EN6INEER) SHALL FORY>lARIJ THE DELEGATED EN6INEERIN6 Doc.uMENTS TO THE EN6INEER OF RECORD FOR REVlm FAILURE TO FOLLOH n.lIs PROc.EDlJRE DIREc.11.. Y RE5UL TS IN HlTHDRAHAL OF THE EN61NEERIN6 SEAL OF THIS PROJECT, A LICENSED CERTIFIED CONTRACTOR SHALL BE ON SITE AT THE TIME THE TRUSSES ARE EREGTED. ALL ANc.HORS TO BE INSTALLED PER SIMPSON C-2OO4 CATAL06 AND T-ANc.HOR SPEG, NOTE. PERMANENT LATERAL BRAGES AS SPEGIFIED BY THE TRUSS DESI6NER SHALL BE DIAOONALL Y RESTRAlNEO'Td PREVENT BlJC.KLIN6 HITH 45 DE6. 'X. BRAc.IN6 AT 2()'-Q" ON CENTER OR TERMINATION, Y"f-lICH EVER 15 LESS.(5EE ,,' FRAME 4 OF HIB-GlI). 'X. BRAc.IN6 SHALL BE 2'x4' #2 " S.Y.P. OR BETTER. .. ...1. I I NOTES: @lUNLESSOTHERHISENOTED'ALLTRUSSTO MASONRY CONNEc. TIONS TO BE SIMPSON 4 HETAL. SEE DETAIL FOR ADDITIONAL INFORMATION C) N ~ c:> ~ W2 UNLESS OTHERHISE NOTED, ALL TRlJSS TO FRAME CONNECTIONS TO BE SIMPSON HT520. 4 SEE DETAIL FOR ADDITIONAL INFORMATION, ROOF FRAMIN6 TO BE PRE-ENGINEERED WOOD TRUSSES SPAGED AT 24' Ole. MAX. FLOOR FRAMIN6, I'i-lERE APPLICABlE, TO BE PRE-EN6INEERED COMPOSITE "I' JOISTS SPAe.ED AT 24' OIC MAX (\J.N.oJ. ALL TRlJSS TO TRlJSS CONNECTORS TO BE SPEC.IFIED BY DELA6ATED TRUSS EN6INEER. AREA: LIVING: 1211 S,f, GARAGE: 400 S,f. PORCH: 128 S,f TOTAL: 1131:1 S,f, C/) Z o C/) Gj cr::: c...S ~ vi Z ~ ~ ~ ~ '< I z ~ I ~ en - I--~ ~ en - o ..... ..... ~ ~ ~ ""~d @dZ Z . ~ ~ ~ ~ ~ ~ ~ < ;! 1 ~ . ~ ~ ~ p ~ - ~ ~ffi~~ G F:-< ~ ~ ~ -' $ ~ ..... ~ i ~ ~ a ~ ~ i:S ~ IE ~ - \S)UJ ~~~~ ,lS~~~ ~~~~~~~ e~~- ~~~ \Orr~l~fo ~-J~ !~~ ~~3 ~~lS<~~ l:lS ~~~ .~~S ~~~. ~ ~~9~~~~ ~h1~~ ~~~ ~~~~~~ ~~tlIU: ~~~ ~fil~~ ,~~~3g ~<~ ~~i~~~~ ~~~~ 2~1: \lJ~~ '~[j~ ts.~:9ffi ~~~ ; ~ ~ to ~ 0 r~ a ~ ~ ~ t- il~:~~~ iHi ul hd~~~ ~~d ~~; -J U. ~ W Z C/) ::> ::> 0 0 () J: 0 () () w U) a. <( U) a. -J w Z ~ Z 0 cr::: >- ~ >- ~ en 0 ~ w co Z w t9 ~ C/) w 0 0 SHEET 4 .. . . ~ 6A1 MECI-IANICAL PLAN SCALE 1/4" = l' .J AREA: LIVING: 1211 S,f, GARAGE: 400 S,f. PORCH: 128 S,f TOTAL: 113G1 S.f. . ,.-. U) z o U) > w ~ GoFI [:J !"lASHER cJ ~ g en ~ ~ ~ ~ 00 ~ B ~ f.8 . "" ..,., 0 acl d Z ~ ~ Z . ~ ~ ~~~ ~ j ~ ~ ~ ~ ~f2~~d..s~ ~ ~ i ~ffi~~ ~ .-.~~~~ ~~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ !E en . 16'-0" X 7'-0" Garage Door A A"~ I' 1'~~ \ \~) (1yv ~ \'\" \.:f~i~ c vf ~-\ ~f) { ~j \ ()..\.,'- ..... '-t ~\'" 1 t\- b~ \ . bV\ C GENERAL STRUCTURAL NOTES II. Doors and Y'iindo....s (General) 11.1. All exterior ....Indo....s and glass doors are required to be tested in accordance ....ith ANSI/AMMA/NmDA 1011152 Standard and bear an AMMA or Y'iDMA label IdentiF~ing the manuFadure, performance e-haraderlstlcs and approved testing entit~. (FBG 1101.42.1) 112. All exterior ....indo....s and doors, shall be ane-hored per published manuFadure's recommendations to achieve the design pressures speciFied. (FBG 1101.4.41) 11.3. See attached details For all exterior ....Indo....s and doors ....here buck thlckt1ess Is I 1/2" or greater, the buck Is attached in a manner that transFers the load directl~ to the strudure. Y'ilndo....s and doors shall be anchored through the jamb into the ....ood bue-k. 11.4. Plan details illustrate that the ....indo.... buck shall extend be~ond the Interior lip of the ....Indo..... 11.5. Mullions and adjacent door assembles are tested or engineered to transFer 1.5 times the design load to the rough opening substrate. 12. Doors and Y'iindo....s (SaFet~ Glozing Lowtlons) 12.1. Slazing In s....inglng doors and fixed and sliding panels of sliding (patio) door assemblies. 12.2. Glozing in doors and ....alls of enclosures for hot tubs, ....hlrlpools, saunas, steam rooms, bathtubs, sho....ers and other such facilities ....here such glozing is lowted 36 inches or less, measured horizontall~, from a standing or ....alking surface ....ithin the enclosure and ....here the bottom edge of the exposed glazing Is less than 60 Ine-hes, measured vertlcall~J above such standing or ....alking surfaces. 12.3. Slazing in on Individual fixed or operable panel adjacent to a door ....here the nearest vertlwl edge is ....ithin a 24-lnch radius of the door in the closed position and ....hose bottom edge is less than 60 inches above the floor or ....alklng surface. 12.4. Slazing In on individual fixed or operable panel, other than those locations desaibed in items 2 and 3 above, that meets 01\ of the follo....ing conditions: 12.4.1. Exposed area of an Individual pane greater than '1 sq ft. 12.42. Bottom edge less than IB Inches above the floor. 12.4.3. Top edge greater than 36 inG-hes above the floor. 12.4.4. One or more ....alking surfaces ....ithin 36 inches horizontall~ of the plane of the glazing. 12.5. All glozing in railings regardless of the area or height above a ....alking surface including strudural baluster panels and nonstrudural in-fill panels. 12.6. Slazing In ....alls and fences enclosing Indoor and outdoor s....lmmlng pools and spas ....here the bottom exposed edge of the glozing is less than 60 inches above the ....alking surface of the pool on the pool side of the glozing and the glozing is ....ithin 60 InG-hes horizontall~ of the ....aters edge. 13. Roof Assemblies and Rooftop Strudures 13.1. Roof covering speciflc.otion including fastening sG-hedule has been Included os part of these construdlon dra....ings. 13.2. Roof covering manufacture's Installation Instrvdlons and test data certiF~ing ....Ind load compllanGe must be submitted ....ith these construdlon dra....ings. 13.3. Y'ieather protection - Flashing sholl be Installed In such a manner as to prevent moisture entering the ....011 through the joist in coping, through moisture permeable material, at intersections ....ith the roof plane or at parapet ....011 penetrations. Flashing sholl be installed at ....011 and roof Intersections, at gutters, ....herever there is a change in roof slope or direction, and around roof openings. V'lhere flashing 15 of metal, the metal sholl be corrosion-resistant ....ith a thlckt1ess of no less than .01'1 Inch (26SA (.55 mm) galvanized sheet). 13.4. Materials - roof and roof coverings sholl be of materials that are compatible ....ith each other and ....ith the building or the structure to ....hlG-h the materials are applied. Roof coverings sholl conform to the appllc.oble standards listed In chapter 15 of the Florida BJilding Gade (FBG). Roof covering material sholl be delivered In packages bearing the manufadures Identif~lng marks and approved testing agenc~ labels. Nails and ....ood sae....s shall be corrosion resistant conforming to ASTM 1661 and ANSI/ASME IB.6.1 respectlvel~. The corrosion resistance of the nails and ....ood sere....s shall meet ASTM A 641, class I or equal. Clips sholl meet 1.5 oz per sq. ft. corrosion resistance per ASTM A153. Corrosion resistanGe b:i coating, electro galvanization, mechanical galvanization, hot dipped galvanization, stainless steel, non ferrous metal or allo~ 15 ac.c.eptable. 13.5. Non-oollastered roof coverings ....ith slopes 2:12 or less - roof s~stems ....ith built-up, modified bitumen, full~ anchored or mechonlc.oll~ attached single pl~, metal panels, and other t~pes of membrane roof coverings sholl be tested for ....ind resistance in accordance ....ith FM 4450, FM 4410, UL 5BO or UL IB'11, ph~Sic.ol Integrit~ in aGcordance ....ith ASTM S23 or S53, and impact resistance in accordance ....ith D3146, ASTM D 4212, CG S5 31-52M or FM 3310. The manufacture's engineerIng documentation sholl tnclude but not limited to the placement and speCification of underla~ment and roof material, and the attachment necessar~ to resist the cladding pressures sho....n on the floor plan. 13.6. Asphalt shingle roof covering ....ith slopes 2: 12 or greater - asphalt shingles sholl hove self-seal strips or to be interloGking, and compl~ ....ith ASTM D 225 or D3462. Self adhering pol~mer modified bitumen sheet shall compl~ ....ith ASTM D \'110. lJnderla~ment sholl conform to ASTM D 226 t~pe I, or ASTM D 4B'1, t~pe I. Double underla~ment Is required for roof slope 2: 12 to 4: 12. The shingle manufacture's engineering documentation sholl InG-lude but not be limited to the placement and speGiflc.otlon of underla~ment and shingles, and the attaG-hment necessar~ to resist the cladding pressures sho....n on the floor plan. 13.1. Cla~ and conaete roof covering ....ith slopes 2 1/2: 12 or greater - cla~ tile sholl compl~ ....ith ASTM C 1161. Conaete tile sholl be in accordance ....ith the ph~slc.ol test requirement as follo....s: transverse breaking strength per section 5.3 of ASTM C 1161 and in ac.c.ordance ....ith table 1501.4.5.2.1 of the FBG, absorptron per section B of ASTM C 140, and freeze tha.... resistance per sedlon B of ASTM c.. 61. Double underla~ment is required for roof slopes 2 1/2: 12 to 4: 12. The tile manufadure's engineering dOG-umentatlon sholl included but not be limited to the placement and specific.otion of underla~ment and tiles, and the attachment necessar~ to resist the cladding pressures sho....n on the floor plan. 14. Handrails I Stairs 14.1 Handrails of circ.ular aoss-sedlon sholl have a diameter of no less than I 1/4" (32 mm) and no greater than 2" (51 mm). 14.2 Handrails of non-circ.ular cross-sedlon shall hove a perimeter of no less that 4' (102 mm) and no greater than 6 1/4" (15'1 mm) and the largest cross-sedional dimension sholl not exceed 2 1/4" (51 mm). 14.2.1 A minimum radius of liB" shall be required on all edges. 14.3 Exception: A cirwlar cross-sed Ion of no less than I 1/4" (32 mm) and no greater than 2" (51 mm), or equivalent graspabilit~ performance of a non-cirwlar aoss-sectlon Is required for handrails of d....elllng units or ....Ithin d....elling units. 14.4 A continuous surfaGe for griping sholl be provided ....ithout interruption. 14.4.1 Exception: A ne....el post is permitted to interrupt handrails at turns ....ith In d....elling units. 14.4.2 Exception: Over the lo....est tread a volute, turnout, or starting easing shall be permitted in d....elllng units. 14.4.3 Exception: To be considered os objeds not Infringing the graspabilit~ of the handrail, the handrail braG-kets and balusters must compl~ ....ith the follo....lng conditions. 14.4.3.1 The~ do not projed horizontall~ be~ond the sides of the handrail ....ithln I 1/2" (3.15 cm) of the bottom of the handrail and provided that, for each 1.2" (1.3 cm) of additional handrail perimeter dimension above 4" (10 cm), the vertlGal clearance dimension of I 1/2" (3.15 cm) con be reduG-ed b:i liB" (0.3 cm). 14.4.3.2 Edges of the handrail brackets and balusters sholl not hove a radius of less than liB". 14.4.3.3 Handrail brackets and balusters sholl not obstrud more than 20 percent of the length of the handrail. 14.5 Handrails, guardrails, and stairs for this projed are a pre-manufadured s~stem. It Is the responsibitlt~ of the speclalt~ engineer for the manufacturer to designate the s~stem, components, connections, and attachments. The speclalt~ engineer shall for....ard Signed and Sealed DOG-uments to the Engineer of ReG-ord prior to construdlon. 14.6 Openings in guardrails sholl be sUG-h that a 4" dla. sphere c.onnot pass through, In addition, a curb or bottom roil sholl be placed so that a 2" dla. sphere cannot pass under the rail. AREA: LIVING: 1211 S,F, GARAGE: 400 S,F. PORCH: 128 S.F TOTAL: 113G1 S.P, U) Z o U) > W ~ I d ~ en z ~ j ~ :< I z ~ ~ ~ ~ - ..-4 ~ ~ - Co> <- <- i~~ ~~d ..... o' z ~ z . ~ ~ ~ ~ j ~ ~ ~ ~ -a ~P~P: ~<,zp.,z ~ S ~ @f ~ $ ~ I <- ~ ~ ~ z 5g~ ~ E-< g: t~~~~~ ~li8 Inir~~~~a ~~~ ~~S~~~~ <~~ ~~~Iil~)~ ~(t~ is 9QI~d ira>~ ~~-- ~!Q ~ ~!Q ~~~~ :d~ ~~~u: ~~Cl., id Inlna~ f- LO.. -In\) ~~~~~5~ ~~~ ~8~!~~. ~d~ ~~~~-}~~ ~~~~ ~1~.~~5IUt. MI~~~ ~~d ~~I h ~~~ ~~~ ~~~ 2~~ ~~~ ~~~ h~ ~r~ -J LL ~~ W Z U) ::> ::> 0 0 0 I 0 0 0 W U) '. '~~ I ~ . I r a. ~ U) a. . . ..,~ \ ...J ..J. t w i Z ~ Z 0 ~ >- ~ >- <:) g (0 0 (\J ~ W CO Z . . (!) t-==- w ~ U) W C) 0 0 ~ SHEET 51 15. Masonr~ Veneer 15.1. Masonr~ veneer anchored to ....ood framing - sholl be attached ....ith corosion-reslstant corrugated sheet metal and sholl not be less than .02'1 Inch b:i liB inch ....Ide ....ith ends bent '10 degrees to form a hook not less than 2 inches long. Moisture protedlon sholl be Install.e~ to proted the strvdure frame and sheathing. The barrier sholl be at least T~pe 15 felt building paper and must be free of holes and breaks other than those aeated b~ fasteners and . construction s~stem used in attaching of the barrier, and sholl be applied over the sheathing of all the exterior ....01 Is. SvG-h felt paper sholl be applied horlzontall~ ....ith the upper la~er over the lo....er not less than 2 Inches. Wlere vertlc.ol Joists ocwr, felt sholl be lapped not less than 6 inches. 15.2. Masonr~ veneer anG-hored to masonry of conaete ....alls - sholl be attached ....ith corrosion-resistant corrugated sheet metal and shall not be less than .02<1 ine-h by 1/B inch ....ide or corroslon-resitant ties of strand ....ire and shall not be less than Y'il.l ....ith ends bent '10 degrees to form and hook not less than 2 inches long. 15.3. Metal ties sholl be embedded Into mortar joints a minimum one the veneer thlckt1ess. Each metal tie shall support no more than 3 sq. ft. of ....011 area ....ith 0 maximum spac.ing of IB inches vertlc.oll~ and 24 inches horizontall~. 15.4. A I Inch minimum air spaG-e sholl be maintained bet....een the anG-hored veneer and exterior face of the sheathing material. I. GENERAL DESIGN REQUIREMENTS 1.1. Codes: 1.1.1. Florida Building Code (2001) Chapter 16 1.1.2. ASCE l-'1B, "Amerlc.an Soclet~ of Civil Engineers Minimum Design Loads For BJildings and Other Structures". 1.1.3. ACI 3IB-'1'1, "Building Code Requirements For ReinForced Conc.rete." 1.1.4. ACI 530-'1'1 / ASCE 5-'1'1 / TMS 402-'1'1, "Building Code Requirements For Masonr~ Struc tures." 1.1.5. AF<lPA 1'1'11, "National Design SpeciFIc.ation For rlood Construction." 1.lb. ANSI / TPI 1-1'1'15, "National Design Standard For Metal-plate-Connected rlood truss Construction." 1.1.1, AISC-LRFD 2nd edition "Manual of Steel Construction." 1.2. Design Loads: 1.2.1. RooF: 20 psF Live Load @ 1.25 duration 1 psF Top Chord Deod Load, shingle rooF 15 psF Top Chord Dead Load, tile rooF 10 psF Bottom Chord Deod Load, g~psum ceiling. 1.2.2. Floor: 40 psF Live Load @ 1.00 duration 15 psF Dead load 1.2.3. Balc.on~: 60 psF Live Load @ 1.00 duration. 12.4. Combined RooF ond Floor Loading @ 1.00 durotlon. 1.2.5. rllnd: See Individual Signed and Sealed Drol'<ings b~ Structural Engineering ond Inspections, Inc. Maximum dead load: 6 psF for shlngl~, 12 psF for .tile @ 1.33 duration. . 1.3. Unless speciFicall~ noted otherl'<ise on these drcw'lngs, no provision has been made In the design For conditions occurring during construction. The contractor sholl provide 011 necessary bracing and shoring required for all loads and Instabilit~ oGCurrlng during construction. The contrac.tor shall accept Full responslbillt~ for 011 suc.h measurers. . 1.4. It sholl be the responslbilit~ of the Contrcldor to provide all necessar~ broclng, shori~g or other temporar~ supports to sofeguard 011 existing or adjacent struc.tures ofFec.ted by thiS I'<ork. 1.5. No struc.tural member shall be cut, notc.hed or otherl'<lse reduced In size or strength I'<ithout prior opproval In I'<ritlng from the Engineer of Record. lb. Contrac.tor shall c.oordinate struc.tural and other dral'<lngs that are part of the c.ontrac.t doc.uments For anc.hored, embedded or other supported items I'<hlc.h ma~ affect the structure. In oddition, the c.ontractor shall revle~ the structural dral'<ings I'<ith all other trades and bring conFlicts to the attention of the engineer of rec.ord for resolution prior to c.ontlnulng ~ork. 1.1. The Intention of the pions ond speciFications is to provide 15 to provide 011 necessar~ details to construct 0 complete structure. V't1en specific. InFormation is missing or In conflict, contractor sholl contac.t the Engineer of Rec.ord for clarification or resolution. Contrac.tor shall not proceed I'<ith the construc.tlon of struc.tural elements or details that ore not clear. I.B. The Engineer of Record sholl not be responsible for lo~out, dimensional errors or discreponcles resulting from the reproduc.tlon and use of contrac.t drov-<Ings for erection and shop drav-<ings. Use of c.ontrac.t drav-<Ings reproduced in I'<hole or any part in shop drol'<lngs shall not relieve the contrac.tor nor subcontractors from their responsibilit~ to aCGuratel~ layout, c.oordinate, detail, fabrlGate and Install 0 complete struc..ture. 2. Backfilling ond Compacting: 2.1. Under slab on grade and footings, remove 50ft spots ond Foreign matter and all organic material In the sub-grade. 2.2. Fill material For sub-base of slabs In grode sholl be clean sand to sllghtl~ silt~ fine sand, free of organic matter, cla~, c.obbles, trash, debris ond other unsuitab!e mat~rlals.". . 2.3. Unless speciFicall~ noted otherl'<ise, Fill material sholl be ploced In maximum B high lifts of loose fill ond compaded to a minimum of '15% modified proctor dr~ densit~ per ASTM D 1551. 2.4. Unless notes otherl'<lse, provide under slab on grade: A 6 MIL pol~eth~lene vapor barrier on compac.ted granulor material or compac.ted native sub-base. Vopor ~rrlers shall be unpunc.tured I'<ith 6" minimum tapped laps. Vapor barrier must not create air pockets. . Compading of Fill or existing material sholl ochieve a minimum '15% modified proctor dr~ denslt~ per ASTM D 1551. 3. Shallol'< Foundations: 3.1. A foundation surve~ shall 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 stretched from marker to marker to veriF~ required setbacks. 3.2. Foundations have been designed for an assumed bearing capocit~ of 2000 pounds per square foot (psF). Soil of this c.apacit~ hos been assumed by the Engineer of Rec.ord to be found ot the elevations indicated on the pion. The c.ontractor shall retain a Florida Registered Soils Engineer to provide testing and verlF~ that soil of this capacit~ is ovailable. 3.3. All footings, slob on grade conc.rete ond mosonr~ I'< a I I filled cell concrete shall have a minimum 2B do~s compressive strength of 3000 pounds per square inch (pSi). 3.4. Thickened slab and footing elevations shol'<n on these dral'<ings are based.on the . Information ovailoble ot the time of preparotlon of the design. IF actuol job site or 5011 conditions vor~ from the assumed, then I'<ritten dlrec..tlons must be obtained from the Engineer of Rec.ord beFore proceeding I'<ith the I'<ork. 3.5. Keep excavations contlnuall~ dr~ before concrete 15 plaGed. IF the soil 15 softened btj I'<ater, the excovatlon sholl be extended belo~ the softened material and the bottom of the slab edge/footings lo~ered to suit. 3.6. Center all footings under their respec.tive columns ~r V'ialls unless oth~rl'<lse ~oted shol'<n on the plans. Maximum misplacement or eccentrlcit~ - 2. Toleration for mlslocotlon of c.olumn dOl'<els or onc.hor bolts to be per ACI or AISG standards. 3.1. rlhere vertical construction Joints occur in continuous footings, provide a minimum continuous 2"x4" ke~l'<a~ oc.ross joint for eoc.h 12" of depth. Horizontal joints in footings 15 not permitted. 3.B. Coordinate plumbing lines I'<ith footing locations for Interference. Individual footing should be lowered I'<ith the prior approval of the Engineer of Rec.ord. Placement of conduit ond pipes In c.oncrete shall c.onform to ACI 31B section 6.3.. . 3.'1. Excavating under or near In-plac.e Footings/foundations I'<hlch disturbs the compacted 5011 beneath the footing/foundations 15 not permitted. 4. Concrete 4.1. Conc.rete mix ond placement shall be In acc.ordance I'<ith the lotest editions of ACI 301, ACI 31B, and ASTM C-'14 Stondord Engineering Practices. 4.2. All concrete shall hove 0 minimum compressive strength of 3000 psi at 2B da~s, unless noted otherl'<lse. Conc.rete for slobs shall be plaGed at a slump I'<ithln the range of 3" to 5". 4.3. All reinforcing steel sholl be ne~ deformed bars that are free of rust, scale, and Oil and conform to ASTM A615 Grade 60, I'<ith a minimum ~Ield of 60,000 psi unless noted otherl'<lse. 3" m1nlmum coverage For reinForcement in concrete placed in dired contac.t I'<ith the ground and 2" minimum coverage for reinForcement in conc.rete exposed to V'ieather. 4.4. No reinforcing bars sholl be cut to accommodate installation of embeds, anc.hors or other items. 4.5. Earth supported slabs inc.luding exterior I'<alk ond drlvel'<a~s shall be 4" thick minimum and reinForced ~ith ASTM AIB5, 6x6-rll.4xY'll.4 V'ielded ~Ire fabric (~F) at mid slab. Fibermesh ma~ be used in lieu of ~F. 4.6. The addition of site I'<ater to Increase the concrete slump sholl not be permitted. SuGh prac.tlce shall be deemed just couse to reject that particular batGh of c~ncrete. 4.1. Provide approved ~ater-reduclng admixture in all conc.rete conForming to ASTM C260. All other admixtures shall c.onform to ASTM C4'14 and shall be used In strid conformance I'<ith the manuFactures recommendations. 4.B. The use of fl~ osh I'<ithln the mix design 15 permitted suc.h that the I'<elght of fl~ ash does not exceed 25% of the total cementatlous ~elght of the conc.rete. 4.'1. For read~ mix conc.rete the maximum time permitted for complete plac.ement 15 '10 minutes. Greater times are not occ.eptable. GENERAL STRUCTURAL NOTES 5. Masonr~ 5.1. Masonr~ units shall be 1 5/B x 15 5/B size modulor units unless noted. 5.2. Units sholl be one and t~o cell blocks, standard I'<elght made type I Portlond Cement, I'<ater and opproved aggregates, shall conform to the standard Spec.iflcatlon for hollo~ lood bearing masonry units ASTM designation C'10 I'<ith a minimum compressive stren~th of 1'100 psI. 5.3. Masonr~ units sholl be sal'<n, not broken, and sholl be not less than halF units, I'<here cut. An~ exposed block shall be laid in running bond pattern, mec.hanlwlly bonded by overlapping 01 ternate courses. 5.4. At top of load bearing masonr~ I'<alls, provide knockout bloc.k bond beams ~ith reinforcement as noted on plans. 5.5. Ma5onr~ mort or shall conForm to ASTM C210 and shall be t~pe S I'<here not In c.ontac.t I'<ith the earth or t~pe M I'<here in c.ontac.t I'<ith the earth. Compression strength of mortar 1500 psI. 5.6. All mortar joints for hollo~ unit masonry shall extend th~ Full I'<ldth of Face shells. Mo.rtar joints for solid masonry units sholl be Full head ond bead jOints. Mortar head and bed JOints to be 3/B" +/- I/B" thick unless notes other~ise. Exceptions: The bed jOint of the starting c.oarse over a footing may vor~ betV'ieen 1/4" to 3/4" thick. 5.1. All reinforcing steel shall be ne~ deFormed bars that are Free of rvst, sc.ale, ond oil ond c.onform to ASTM A615 Grade 60, I'<ith a minimum ~Ield of 60,000 psi unless noted otherl'<lse. 2" minimum cover for reinforcement placed in masonry I'<alls exposed to V'ieather, I 1/2" minimum cover for reinforcement plac.ed In masonry 1'<0115 not exposed to V'ieather. No reinForcement sholl be cut to accommodate the Installation of anc.hors, embeds or other items. 5.B. Masonr~ grout shall compl~ I'<ith the fine grout requirements of ASTM C416. The slump shall be B"-IO" and the minimum c.ompressive strength shall be 3000 psi at 2B da~s. 5.'1. Grouted cells sholl have vertical ollgnment sufflc.lent to maintoin on unobstruc.ted continuous vertical cell free of mortar droppings ond be c.onsolldated by puddling or vibration. Cleon inspection openings shall be provided at the bottom of each grout lift for ever~ grouted cell. 5.10. Pre cost conc.rete lintels shall be manuFactured by "Cast Grete" or approved equivalent. See pions for beom schedule and locotlon. 5.11. ReinForcement steel shall conform to ASTM A615, Grade 60 and shall be detailed in occ.ordance ~Ith the latest ACI 315, Manual of Standard Proctlce For detailing reinforcing conc.rete struc.tures. 5.12. See attac.hed details and speciflwtlons for minimum lap splice lengths for steel re inf orcement. 6.rlood 6.1. All Plumbing, Electrlcol, and MeGhanicol rough-ins must be complete, inspected, and approved before requesting the framing inspection. 6.2. rlood struc.tul"CIl framing members to be 1*2 Southern Yellol'< Pine (unless noted otherl'<ise) ~ith a modulus of elastlc.it~ of 1,600,000 psi per NDS-'11 and a moisture content not to exceed 1'1 percent at the time of Inc.orporotlon Into the building. . 6.3. All V'iood including pl~v-<ood and OSB in contac.t I'<ith earth, masonry, conc.rete or In dlrec.t exposure to I'<eather shall be preservative treated. Specific use of the presevatlve treatment sholl be approved by the manuFocturer and submitted to S.E.I, for revie~ prior to construction. 6.4. RooF sheathing must be installed I'<ith long dimension ac.ross the supports 1'</ clips at all edges and shall be 1/2" pl~l'<ood or 1/16" OSB, APA span rating 24/16 and exposure ratIng I unless noted otherl'<ise. Exception: Use APA span rating 32/16 pl~l'<ood at hipped rooF sections. Note: Do not overdrive fosteners Into pl~v-<ood/OSB - Anti-penetration devices must be used. 6.5. Pre-engineered beoms sholl be TrusJolst, Georgia Poc.iflc or equal I'<ith a minimum ollo~able bending stress ofF 2<150 psi and modulus of elastlc.lt~ of 2,000,000 psI. Sign and sealed engineering must be forl'<arded to the Engineer of Rec.ord for revie~ prior to construc.tlon. 6.6. All pre-engineered beams supporting brick veneers shall be designed I'<ith an oddltlonol !tift. load using 40 psF surfac.e area of brlc.k. Deflec.tlon shall not exceed 1/600. 1. Pre-Engineered, Pre-Fabricated rlood trusses. 1.1. Signed and sealed engineering truss shop dral'<lngs sholl be provided on the job site For the Inspectors. 12. Individual trusses are to be designed by the truss manufac.ture per ANSI/TPI-'15 to saFel~ corr~ the design loads indlc.ated on the structural pions. . . 1.3. Shop dfC1l'<ings shall be submitted for revlel'< and approval by the Engineer of ~ecord prior to fabrication. Shop drol'<lngs shall Indicate: spon, pitc.h, bearing size and location, Individual plote size and locations, size/species/grode of lumber ond locations, O.c. spacing, maximum deflection ond location, truss top chord, bottom chord and I'<eb brac.ing. 6rovit~ load case design assumptions and inFormation Including; top chord live load, top chord dead load, bottom chord live load, bottom chord dead load, repetitive stress Inc.rease, durotlon stress Inc.rease, reac.tlons at beoring locations, Uplift loads case design assumptions ond InFormation including; ASCE1-'1B designation, I'<ind speed, exposure, mean rooF height, end zone, enclosure, importanc.e Fador, uplift dead load, uplift reac.tlon, ond durotlon fac.tor. Drol'<ings sholl beor the impression seal of a Florida Professional Engineer responsible for the design. The revlel'< of the shop dral'<ing shall not relieve the Contrac.tor from his responslbllit~ for seeing that the I'<ork 15 completed, occurate and In compllonce I'<ith the drol'<lngs. The Engineer of Record reserves the right to make changes to the struc.turol plans ofter the shop dral'<ings have been revieV'ied. 1.4. The deFlection under live load shall not exceed 1/360th of the span unless otherl'<ise noted. 1.5. All lumber must be Identified I'<ith an oFFicial grade stamp. lb. Truss heel to be protec.ted I'<ith metal shield I'<hen in contoc.t I'<lth masonr~ or concrete. 1.1. Temporar~ brac.lng of the rooF system shall be Installed per the Handling, Installation ond Brocing (HIB-'1I) from the Truss Plote Institute and shall remain as port of the permanent bracing. l.B. Do not notc.h, cut, remove chords or drill truss members V'iithout prior I'<ritten approval from Specialt~ Truss Engineer. . 1.'1. Remove and replace trusses damaged during shipping or erection. Do not repair trusses I'<ithout I'<ritten approval of the Specialty Truss Engineer. . 1.10. Connect truss to bearing I'<alls I'<ith anc.hors as specified in these drov-<ings. Submit alternate onc.hors to the Engineer of Record for approval prior to use in this project. 1.11 Truss to truss connection by truss manufac.turer 1'</ speCification and location bearing the Impression seal of a Florida Professional Engineer. All connections sholl be submitted for revie~ and approval by Engineer of Rec.ord prior to c.onstruc.tion 1.12. All trusses supporting brick veneers shall be designed ~ith on additional I*/ft. load using 40 psF surface area of brick. Deflection shall not exceed 1/600. B. Anc.horage Notes. . B.I. It shall be the Contractors responsibilit~ to coordinate his/11er sc.hedule I'<lth the rooF truss submittal ond properl~ install the specified onchorage to compl~ I'<ith these drav-<ings. B.2. All anchorage sholl be used in strict conformance I'<ith the manufacture's speciflcotlons. Simpson Catalog C-2002 and T-Ac.horspec 5/00 unless noted otherl'<lse. . B.3. Alternate manufac.ture substitutions ~ill be c.onsldered ~Ith receipt of I'<rltten proposal, including SUGh technlc.al documentation deemed appropriate by the Engineer of Record. B.4. All truss to truss c.onnectlons are c.onsldered port of the per-engineered truss s~stem ond sholl be detailed as part of the truss shop dral'<ings. . B.5. Continuous onchoroge from framing/oearing must be provided to the foundations to resist uplift. B.o All connectors ond fosteners Installed In contact 'rl/ perservatlve treated lumber shall be approved For SUGh use by their manuFac.turer and revle~ed by S.E.I. prior to construc.tlon. 10. TERMITE PROTECTION NOTES AND SPECIFICATIONS: 10./. CertiFicate of Protective Treatment for prevention of termites. A I'<eather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as ~ac.h required protective treatment is completed, providing a cop~ for the perso~ the permit 15 issued to ond another cop~ for the building permit Files. The Treatment CertiFicate sh?11 provide the product used Identit~ of the oppllcator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable rec.ord of protective treatment. IF the soil c.hemic.al barrier method for termite prevention Is used, final exterior treatment shall be completed prior to final building opproval. 10.2. Notice of termite protection. A permanent sign I'<hlch Identifies the termite treotment provider and need for re-inspec.tlon and treatment contract renel'<ol shall be provided. The sign shall be posted near the I'<ater heater or electric panel. 10.3. In order to provide for Inspection For termite infestation, cleorance bet~een exterior I'< a I I coverings ond final eorth grade on the exterior of a building shall not be less than 6 inches I'<ith the fotlol'<ing exceptions: 10.3.1. Paint or dewratlve cementitlous finish less than 5/B" thick odhered directl~ to the masonry f oundat ion I'<all. 10.3.2. Ac.cess or vehicle ramps I'<hic.h rise to the Interior finish floor elevation for the I'<ldth of su(,h ramps onl~. 10.3.3. A 4-lnc.h Inspec.tlon spoce obove patio ond garage slobs ond entr~ areas. 10.3.4. IF the patio has been soil treoted for termites, the finish elevotlon ma~ matc.h the building interior finish floor elevations on masonry construc.tlon onl~. 10.3.5. Masonry veneers. 10.4. Protection against decoy and termites. Condensate lines and rooF do~n spouts sholl diSc.harge at least I Foot a~ay from the struc.ture sldeV'iall, ~hether by underg~ou.nd piping, toil extensions, or splash blocks. Gutters I'<ith dOl'<n spouts are required on all buildings I'<lth eves of less than 6-inches horizontal projec.tion, except For gable end rakes or on 0 rooF above onother roof. Irrigation / sprinkler s~stems ond risers for spra~ heods shall not be Instolled I'<ithln I Foot of the bui Iding side~all. 10.5. Termite Protec.tlon. Termite protection sholl be provided by registered termitlcldes or other approved methods of termite protec.tlon lobe led for use as a preventative treatment to ne~ construction. 10.5.1. The Initial chemical soil treatment for subterranean termite prevention inside the foundotlon perimeter sholl be done after all excavotlon, backfilling and compaction is complete. 10.5.2. Spoce in c.onc.rete floors to be boxed out or formed for the subsequent installotlon of plumbing traps, drains or on~ other purpose sholl be created by using plastic or metol permanentl~ plac.ed forms of sufficient depth to eliminate an~ planned soil disturbance ofter Initial chemical 5011 treatment. 10.5.3. Chemlc.all~ treated soil shall be protec.ted v-<ith a minimum 6 mil vapor retarder to protect against rainFall dilution. IF ralnfoll occurs before vapor retorder placement, retreatment is required. Any ~ork, Including placement of reinforcement steel, done oFter chemical treatment until the conc.rete 15 placed, shall be done in suc.h manner as to ovoid penetroting or disturbing treated soil. 10.5.4. Concrete overpour or mortar accumuloted olong the exterior foundation perimeter shall be removed prior to the oppllcatlon of exterior c.hemlcal soil treotment. 10.5.5. Chemlc.al soil treatments shall also be opplled under all exterior conc.rete or grade I'<ithin I foot of the primar~ structure side 1'<0115. Aiso, a vertical chemical borrier shall be applied promptl~ after construc.tlon 15 completed, Inc.ludlng Initlol. landscaping and Irrigation / sprinkler installation. Any soil disturbed after the chemical vertlcol barrier Is applied sholl be promptl~ retreated. 10.5.6. This strvc.ture sholl have pre-construc.tion treatment protection against subterraneon termites. The rules ond lal'<s as established by the Florida Deportment of Agriculture ond Consumer Servlc.es shall be deemed 05 opproved I'<ith respect to pre-construction soil treatment. A certlflc.ate of c.ompllance sholl be issued to the building department by the IIc.ensed pest control compony that contains the follol'<lng statement: liThe building has rec.elved a complete treatment for the prevention of subterronean termites. Treatment In ac.c.ordance ~ith rules and lows established by the Florida Department of Agriculture and Consumer Services." 10.0. Penetration. Protec.tlve sleeves around metallic. piping penetrating conc.rete slab-on-grade floors sholl not be of cellulose-containing materials and sholl receive apptic.atlon of a termiticides in annular spoce betl'<een sleeve and pipe. 10.1. After all I'<ork is c.ompleted, loose V'iood and debris shall be completel~ removed from under the building ond I'<ithln I foot thereoF. All I'<ood forms and supports shall be complete removed. This Includes, but is not limited to: ~ooden grade stakes, forms, controc.tion spac.ers, tub trap boxes, plumbing supports, brocing, shoring, forms, or other cellulose-contoinlng material placed In any location I'<here SUGh materials are not clearly visible and readil~ removable prior to the completion of the I'<ork. rlood sholl not be stored In contac.t I'<ith the ground under any building. 10.B. No I'<ood, vegetotlon, stumps, dead-roots, cordboord, trash, or other cellulose-c.ontainlng material sholl be burled on the building lot I'<ithin 15 Feet of an~ building or the position of an~ building proposed to be built. 10.'1. Termite protection sholl be provided by floor framing of naturall~ durable ~ood, preservative-treated ~ood, soil treatment or other approved methods. prior to construction. <~. ~ r '" If '--1 ,. I <:) C\J t-= C) =>nJ AREA: LIVING: 1211 S,f, GARAGE: 400 S,f, PORCH: 128 S,f TOTAL: 1l3C1 S,f, (j) Z o ~ (ij ~ u 0 ~ .-- .-- .-- en V'l ~ ~ .-- z ~ ~ 5' V'l d ~ d z ~ ~ ~ z . .~ ~ ~ ~~~~ ~ - ~C;:~~ ~ ~ 1 lid~p... :;.0:; p... . en :;.0:; <"' z - ~ ~~;~ ~ '-0 Z .... $ ~ ~ ~ .-- ::.a I ~ ~ ~ ~@~ ~ g ~ g: en i~!:hl ~~jg h~ ~~8gi~~ <~~ ~~~ ~ ~Qi~~ ~~~~ ~~~ ~~~-: ~!Q ~Iil~~ ~~~ ~~~~ ~~ ~~~~ i~~ g~~~gd ~~~~ ;<~ ~~h!~~ hn i!~ ~~~.~~t ~~~~ Ul ~~~~ ,~~ ~~-~ i=~ ~~3~~~~ ~~~~ ~~~ ...J U. ~ UJ Z (j) :) ::;) 0 0 0 J: 0 0 0 UJ (j) a. ~ (j) a. ...J UJ Z ~ Z 0 ~ >- ~ >- ~ CO Q ~ UJ CO Z . . (j UJ ~ (j) w Q Q SHEET 52 r 30" r ~r~~~~~~~1YV~~~~zar~zt LAP SPLlC.E DETAIL tX:'-J-~.c.J-xxr~]l!'.r~X.)c~7~ _ v' X~i a STD. '10 DE6 HOOK ~ I -, -~ fr.t'V"'r.t'V>T~>Tr.t'V>T;VV.r 1...- STD. 180 DEG HOOK ~ 2~"" ~1- NUMBER 5 REBAR HOOK AND lAP DETAIlS@--2 sc,ALE, '=1'--0' 63 F,I5TNDARD SHEET X-REF\FOJIlDAnON DETAILS\lI5lAP AND fWK I' DEEP GONTROL .x?INT ~ f'llntlN ;;GONe.. SlAB ~~c: GONe.RE1E \ / oXbf'lI.4rnI.4 ""' OR FIElERl"E5t1 >,~,_ ~ ~ '_dL:_ ~~s. ;. , , ' . <1 ~ ~~~~~~/' ~/y~/y%~~ o MIL YAPOR BARRIER 1YPICAL SlAB CONTROL JOINT ",,-o.@J- sc,ALE: F.I5TNDARD 5IHT X-REf\.f'O..WATION DET AIL5\506 WNTROl.. .x?INT.D1i6 /2' DRYrlALL EACH FAa 2'x4' MIN. S11JD 6RADE OR BETID< '1W5. 16' 01< ~ ./- .... /lo'x3' TAPGONS OR APPRLNED EaiAL It 32' OIC MAX :z: -< rt w tH 2'x4' MIN. PT pI.ArE:~ 4' SLAB f'llnt oXb f'l1.4xJi~~ ~ ORFI~7 J _ "'r---'t...~,,-~,-:-, ~ ,-T"'~.- ~-:-'.r-l- ' , ',', ' I SLOPE 9 "'/A~<<,~~~~~' .~ ;'~ .,4"'--;,'--;:"~,~'-' ,'~ +0-:,--;':'--"":;" =- ~ "",~ ):$.. ):$.. )\: ",' , ' ',0' ~~ '7 "7 '7 'V ."v >0,/~,/~,/~; /, ',~ .'{<~~~~~~ 7~~~~~~~~,>> )\:~~~>>~~" GlEAN TREATED FILL //,,% :t<~ ~~'0c.'\(~ <<0(,,<,<<-"<<("(/' GOMPAGffD TO '15% MODIFIED ."" PROCTORPERASTMDI~~1--' B" 1'-4" 4" o-MIL VAPOR BARRiER - (2) #5 GONTII{)OJ5 ON 3' CHAIRS TYPIC 'l'YPICAL 1 sroRY SEe. AT GARAOB SI'BP W/O ~-o' <ID f:\STANDARD SHEET X-REf\fCXJNDATION DETAIL5\MONO 51EP AT 6N<.NJE IblN NON-BR6 LEN6 nt L !iN) ~~ ~~ OVT Of' F'\..1H6 TOl.fRNa5 D(IN) Dt'50 D (FT) 12' 114' I' 24' 1/2' 2' ;36' 3/4' 3' 4f)' I' 4' 60' 11/4' 5' 12' I 1/2' 6' e4' I 3/4' l' '16' 2' e' I 100' 2' 'l' ,f t\ <lOb' 2' 10' I ~f'llJM3 LINE " 1 itt ~ -!.. + tSN ~~ -IS " LEN6nt L (IN) " LEN6nt L (iN) t Jk= lfir1 IT U ~1'~ - n=___= ....IS em OF PLANE INSTALlATION TOl.ERANc.E5 ~\N) LI200 L (FT) UiW LI200 L (FT) SO' 1/4' 4.2' 200' I' 16,1' 100' 1/2' e.3' 250' 1-114' 2OfJ' ISO' 3/4' 12.5' 300' 1-1/2' 25.0' 1- 1/4'- LESSER OF DI50 OR 2' our OF PI..VMB ~ our OF PlANS ~ TRUSS INSfALIATION TOLERANCES "'oILE, ,,5.,1'-0' ~ F.I5TNVARD 5IHT X-Rff\IN5TALlATION TOl.ERANc.E5 48" ON CENTER 12" MAX 2"X4" TOP CHORD BLOCKING LAP SHEATHING " ,/""2"X4' PLATE FASTENED W 16DX3 ~" @ 4" OIC MIN, WITH (3) 16DX3 1/2" TOENAILS, (STAGGER SEAMS) /' PER .J?iNT FOR (4) TRUSS BAYS \ / 2"X4' SUB-FASCIA MIN. txl '1 '" 7_M II I ~ -;::; "--2"X4" OJTLOOKERS @ 24" OIC 2"X4" CROSS BRAG I @ RIDGE AND RAT RUNS I W (3) 16dx 31/2'@EAGH .J?INT /~" 3-COAT Sfl...\':..CO OVER FELT PAPER BACKED DIMPLE METAL LATH @ 4'-0" OIG (ABOVE BLOCKING) I OYER Ii" 05.8. FASTEN W 8d @ 4" OIG EDGES AND 6" OIG FIELD II I 2"X4" STIFFINER WITH I ~;PRE-ENGINEERED WOOD GABLE TRUSS WITH STUDS 10d x 3 1/2"@ 4" OIC + ~ ~ I @ 24" OIG MAX. "L' BRACE PER PRE-ENGINEERED 3) r6d INTO GABLE BOT. GHORD\ TRUSS SPEGS, ....@48r-I.OIC I ~2"X 8" P,T. SILL PLATE WITH~" DIAx 8' "J" ~ BOLTS OR 1/2' A301 ATR W 6" MIN, EMBEDMENT INTO SIMPSON SET EPOXY @ 24" OIG MAX. txl ~ 00/ 00 ATTAGH GABLE TRUSS TO PlATE WITH 16d@ 4" OIG 2"x4" BOTTOM GHORD BLOGKIN6) , 1l~ ~'SIMPSON META20@24"0IGFASTENEDTOGABLE tJ 4B" OIG FOR (4) TRUSS BAYS 1l' VERTIGALS ALTERNATE INSIDE AND OJTSIDE fAGE WITH (3) r6d x 3 1/2" TOE NAILS EAGH END FIAT BOITOM GABLB EID-l MASONRY OR CAST IN PLACE SGALE, =1'-0' 53 MS1IDAAD 5fHT X-REf\mJ5S ~1t<<;;Ifl.AT 6Afll..E ~ :z: tfJ-< _-J ct::D... :;lli \.fl RI ~ NOM. PRfCA5T LINTEL ABOVE OPENING t=4'V rmCAL L..J rf~I""~ W<<EG"ON "" "",""NO""",,' 5PEc.IFICA TlONS DO NOT SPLICE ""INDO"" SILL UNDER MULLIONS " 1611 f'lIND OR H\RRIGANE PRfCAST SILL f'(/ r Flli I'-'ORT AR BED .x?INT ~ U~, KNa,KOJT ElLOCK FILLED f'lITH 1500 PSI II \. I I'-'ORTAR rltnt (I) 115 GONT. FOR OPENINGS I . \J 6RfATER ntAN 0'-0' OR f'lINDOr6 THAT REailRE VERTICAL KA-L10NS. NOff: #5 TO EXTEND 0' INTO ADJAGENT FILLED GaLS EAGH END TYP. , MASONRY TYPIGAL INTa sc,RffN AND RU HEAD ...oiNT 1YPICAL SECTION TIlRU WINDOW ~ ~ f:\5TANDARD SHEET X-REF\MA50NRY rw...L 5Ec'TION5\LINTEL SEGTION NOTGH LINTEL HHERE KNOGKOUT GOURSE HITH (I) #5 REQUIRED fOR GONGRETE WNT. FillED I'<lTH WN<ORETE\ PLAC.EMENT ~ "L~ ~IL. ,:' I' ,I"'" <I '. -. r\:'~ "ct', I"'-:;~~'. 4 " .. ~""";" ,.------'-;-, , ,'.F='= :~~ , " \ .:' . i'~ . 4. -, , "41,, . .' [. '.. . I " '.. . " I, ,~' I. . I ',. ",~ t '. "',' " " "I!\',',: '!.' iI,. ,.. I: ,.,. ,'" . ,r" " ,. , '~~.", ,.' ,,' 4' ",' '. .' ~,,', "':~.~" "~"\" "'" ~ ',' ,." ',' , .' :4. .....' " ,,, :.' JI .'" ; , '0 '.~~' .4. --'-,~' . ~l' ' .... " . --','" , .. ,"--...' ! ,.--,~. 1~ ' '11" \STANDARD <10 DE0. HOOK tf ~', PREGAST LINTEL FILLED. IN l :1 OPENIN0S GREATER THAN 6FT 'J\ il USE (I) #5 OR AS NOTED II 14: ON PLANS....I , , ;i L OPENING ) ,'~ '1.1 I' 11 [ I rflLLED GELL HITH (I) #5 VERTIGAL 'I . V SEE FOUNDATION PLAN fOR LOC,ATION 1~ Jl' I I !J , . "I .. t' I ..1. ",I. I " 0.:1 , It '," I lIT ~ :~ 'I = ''i" . JI' II' f ===::J NOTES: I. FILL LINTEL AND GELLS ABOVE LINTEL 2. VERIFY THAT ALL REINFORC-EMENT HAS BEEN PROPERLY PLAGED B, SEE PLANS FOR ADDITIONAL INFORMATION 4. DOOR AND HINDOH INSTALLATION TO BE PER MANlJFAC-1lJRERS SPEGIFIGATIONS 1YPICAL PREC'Mf LINTEL ASSEMBLY tilL \W . f:\STANDARD SHEET X-REf\MA50NRY rw...L 5Ec.TION5\LINTEL ASSEMBLY.Drt;, t 4- ""'" 2'xo' #2 S.Y,P, PT. 6ARA6E BUCK F AS1EICD TO MASONRY W 112 'xl} , 'J' BOt. TS W 3/1o'x2' DIA. "-ATE "'''<R5. ". 01< 'lER1lOU y~ ;1 ~ I I-I><::: -tJ I -? I 8]', 4'0 [.'.' , ' , , " ,411'" ~, ." '~.', . '. " . "I, / 115 VERTIGAL IN B' MASONR~/ FILLED GEU. PROVIDE (I) FILLED 6aL FOR OPENiN6S LESS TrIAN 10'-0' AND (2) FOR OPENINGS l.f' TO 10'-0' f'lIDE NOTE: GARAGE DOOR DESIGN AND TRACK MOUNTING DETAILS ARE TO BE PER THE APPROVED PRODUCT TESTING, THESE DETAILS ARE BY THE GARAGE DOOR DELEGATED ENGINEER PER THE COMPONENT AND CLADDING PRESURERS SHOv-lN HERE v-IITHIN 1YPICAL GARAGE DOOR BUCK. DETAIL @- F.\5TANDARD 5IHT X-REf\KASONRY rw.L SEGTlON5\6ARA6E BUCK DfTAIL.D1i6 PRE-EN6INEEREV rooD TRllSSES "';24-""ON GENITR/ '-/12 !YERIFY TESTED ROOF GOVERIN6 SEE DETAILS FOR SPEGIFIC, INfORMATION) 24/10 SPAN RAffD~' 0S6 R S' WX PL Y/'tXlD FA5ffNED PER ROOf NAILING SCHEDI..tf IS~ BARRIER -- ()()/\I\I\() 1/2' HI6H STREN6nt OR SIB' 6YP~ f'lB~ W I 3/B' DRYWALL NAILS OR DRY'rlALL sc,REr6 l' OIC 6EILlN6 4 I}' OIC rlALL R-I'l MiNIHJI1INSLlATIO ~JP ED6E I _ FAsc,IA BOARD TYPICAL (SEE ARCH. DV'6S) r--:h,. ~ ".1; ',p\. lo L, j, 'I I, .l ~~~ \' ~\ -. A : v. SIMPSON HET AL lM.E5S OTHERl"iISE NOTED. I'x P.T, NAILER STD. ~O DE6. HOOK (SEE DET AI ~' DRYrlALL OVER ~. P.T. FWRIN6~ STRIPS 0 10' OIC W R4.11N5llA1l0N #5 VERTICAL iN FILLED 6ELL FROML~ FOOTING TO BOND BEAM IN FIUED ca.L HEADER ElLOCK U.N'O;~ .. l . ~ INTEL sc,REEN I'x PT BASE NAILER D... t'--.. '.1 EWRATIVE FINISH 6xo ~14m14 ~ -< "" J k..... TYPE S I'-'ORTAR PLAUDATMID-DE:L::- i 'I ~'MASONRY Of' SlAB TYPICAL " -' ~ "' ~ ..... 4'x4' INC..REGTION PORT o MIL VAPOR BARRIER~ """ ~ _ AT EAGH FILLED GaL 'n=~W0~/;~~~~1:':~~~ ORADE 1 GlEAN FILL COWNOTED TO Y,Y))Y)5y 1..1 /~~v)Y. 1 ~~ A5TM i51~~~1,~~~0~~~~ ~",,<<,,~~ ~, ~~~,~~~"y ~ //,~/'" /.~~ " K~" '''-... ~2) 115 GONTlNOOlJ5 3' GLEAR ON 3' CHAIRS I' 4" TYPICAL 115 DOra ~Int - S TO. '1ODE6 fWK e'xB'xlo' KN<XKOJT ElLOCK W L HEAD .x?INT FIUED Hint 3000 PSI GONe.. AND (I) 115 GONT. 1YPICAL 1-8fORY SfEM WALL SECTION @- sc,ALE: X- NRY ~I L SEGTlON5\l-STORY STEM.D1i6 .... I r il' .0 ~_. t, ,I . .,.t C) C\J }-=~ o a~ AREA: LIVING: 1211 S,F, GARAGE: 400 S.F, PORCH: 128 S,F TOTAL: 1l3C1 S.F, en z o en > w ~ cJ <::> ~ <- <- <- vi ~ ~ ~ <- z <- ~ (8 ~ ~ d ....... d Z S'S. ~ ~ z . ~ . ~ ~ ~~~~ ~ i ~ ~ ~ ~~~~ ~ 1 ri' ~ ~ <~g!z I ~ Z ~~i~ - ~ ~ ....... 'D Z ....... $ ~ ~ ~ <- ~ ~ ~ ~ ~ ~@~ ~ g ~ s: ~ tlg.~t~ ~Ii~ ~~~ ~~~~~~Q ~~~ ~~~ ~~S~~~~ <~~ ~~~ ~~~~~~s ~~~~ ~[(j ~mlu ~~~~ h~ ~~no' m~ ~~sg ~~~ ~~~~~~~ ~~~~ 2~~ ~~~ '~ffi\O ~<9~ ~~~ ;n!~~~ ~!h ;n ~;~~~~~ ~~~~ ~~~ ~~3~~~~ ~~~~ ~~~ ...J L1.. ~~ W Z en ::> ::> 0 0 () ::c 0 () () w en a. <( en a. ...J w Z ~ Z ~ >- ~ >- ~ CO 0 ~ w 00 z w CD ~ en w 0 0 SHEET 53 20'-0" MAX r........... 20'-0" MAX "'" THIS IS A DANGEROUS CONDITION "X" BRACE SEE l.. "'. -GONT. BOTTOM CO;?D BRACING I"X4" MIN. DET. J/S3 _ r--SHEATHiNG FIG, 1 V ~ G ViCOI"f'RESSION f1EBS, / 1\ ~ ill BEfORE AND AFTeR ____ 1\ ~ - - - -~ ' . 1\ ,\ ~ k ~ ~ ~ I I I ~KLI~. _ _ _ _ <<"",' ~'\..""~ .'\.'"'' b I I I "-..:.-CONTINlJOJ5 LATERAL BRAC.1N6 I USE METHOD SHO~ IN _ _ _ _ -----.! II I J / (GlB) MAINTAINS 5f'AGI~, M 'J / PERMITS LATERAl EJlJGKLING FiG. 2A OR 2B , OF ALL f1EB MEM3fRS AT jilllllllllll} THESN1ETI~. ~BEARi~ FOR TRlJSSES ~ I c ---, r ~ '/ L T~ ly~ / ~~ () I ~ ----~ ill )> ill 't ~ () \!) ~ ----- [>k I I I D z ill D... X [>k V \ Q~ t>K/ gi \ \. "-vV ,~ L1- 9~ . r--- :>:~ ill () -' 't / ,?( NOIE, I) SEE TRlJS5 MANUFACTURER'5 TRlJS5 ENGINEERING TOP 4 OOTTOM CORD CUT 5HEET5 FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING 0 1l1AT MY BE REGlIJIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROY'6 OF TRU5SE5 BRACING PROVIDED IT EX1CND5 OVER AT LEAST <10% OF TI-fE Y'lEB. lYlQUIRBD MIN. PERMANENT TRUSS B~~I',,"~4V u,pOHAIL\ " .} BRAGING HITH (2) laD x 3' AT EAGH JOINL..I J / 4- , TOP OF TRUSS BOTTOM GHORD RAT RUN LAP SPUCE DErAIL '<OALE, ",'.<1',," ~ F,\STNDARD 5IHT )(-REf\TR1F.>S ElRN-ING'PERI-'ANENT TR1F.>S EJAAC.E.Dr<<:> (ENCLOSED, 120 MPH, 3 SEC GUST, 2.5/12 TO 6.C\/12 PITCH, EXPOSURE B, 1=1.0) TRIBUTARY ROOF COVERI NGS END lONE INTERIOR lONE AAf.A (fT2) YV\LL OVERHANG YV\LL OVERHANG 10 14.C\ -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 - 6C\ .3 24.5 -21.0 24.5 -4(;.3 100 10.5 -34.1 22.5 -28.1 -50.1 22.5 -25.4 22.5 -48.3 NOTES: I. FOR EffEC,TIVE N<fA OR VlIND 5FffD5 ElfTI'ftN TH05E GIvt:N THE LOAD MAl' BE INTERPOI.AlID, O~ISf U5f nE LOAD ASSOC,IAlID ~TH TIE LOYfR EffEC,TIVE N<fA. 2. TABlE V ALlB 5HAU.. BE AD...lJS lID FOR HEIGHT AND E.l<PO'::.(Rf BY t-U. T1PL ,(ING BY AD...lJS lM}(T GOEFfI~IENTS IN TABlE 1606.20 OF TIE A..ORIDA OOILVIN6 CODE 2001. 3. PLU5 AND MIt{)5 SIGNS SIGNIF'r' f'RE5SI.RE5 AC.TIN6 TOl'IARD AND N1Al' FROM THE OOILVING 5lRFAGE5. 4. · FROM Ff3C, TABLE 1606.28. 5. ALl GOHPONENTS DE5IG~ TO MEET OR EXaED f'RESSI.RE ABOVE BY DELEGAlID ENGINEER AS A GONDlnON OF THI5 SIGN AND SEAL. AND IN GOI-f'lIANGE ~TH 5fC,TlON 6IGI530-006, DEl...E6A11: ENGINEER HJ5T FORl'\ARl) ~ATlON TO Sfl FOR RfYl6'l COMPONENT & ClADDING DF8IGN PRESSURE 020 ~ F:\5TANDARV SHEET X-REfWTE5\GQMPONENT5 AND GLADDING 120 ENGL05ED.Dr<<;, -~ (N 2X6 OR LARGER SP #2 OR SPF #11#2 VALLEY RAF1ER (6) 2><4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3') (C) 2X4 SP OR SPF #3 CRIPPLE (}lAX HEIGHT 6'-3') (D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER NOTE, RIDGE RAF1ER (D) MUST NOT BE OF LESS SIZE THAN l1V\T OF VALLEY RAFTER (N. NOTE, REFER TO VALLEY DETAil VALTRlJ550MQ FOR SlJPPORTING TRl.I5S BRACING DETAILS. (6), (C) MAX HEIGHT Y'lITH IX4 'T" BRACE 15 Q'-IO". (6), (C) MAX HEIGHT Y'lITH 2><4 "T' BRACE IS 11'-2'. FOR IX4 AND 2><4 "T' BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN IX4 'T" BRACE TO CRIPPLE Y'lITH ed NAILS AT 4" oc.. FASTEN 2X4 'T' BRACE TO CRIPPLE Y'lJTH 16d NAilS AT 4' oc.. r--SHEATHlNG ~ V;COI"f'RESSION r1EB. ~ " SlOPING OR YERTI~Al, /"....,;;r /" \ ~"~ '....':. f::2.~ APPROX~ ~ ORr1EBNEEDI~ I~./ ~t'>.. t'", '-~ ~/ ~~ 4Xleg.--. Xk BRAC.I~. ~ ~ ~ ~ ~ '-\-.... ~ .p9' Y I --T A '( "i;:,:. -- i--. /" ....,;;r ./ '- \ I ~ c.LJ3!Y ~"''''''''' ]~ "''< ------r-----~ ~ ~ p ~ "~ 2X4 113 OR STUD 0RAVE ooR NAilED _______ ~ \ / TO OPPOSITE SIDE OF HEB AM) -----JJ REPEA TED AT 20 FOOT INTERVALS TO RESJST LATERAL HOVEMENT. ATTAGH TO ~BS ~TH (3) IOd COMMON NAilS. FIG. 2A TO PREVENT THIS FAIWRE, ~ OR RESTRAIN THE LA ITRAL BRAGING! DIAiSONAl BRAc.E RESTRAINT (ooR) ~THIN THE UNIT !3A 4 35J GElliNG ~ DBR MA,( TRAVERSE MORE THA.... THO / l1<1JSSES, DEPENDING ON TR1JSS HEI0HT.--1 THE DRAliI~ ElfLOVl (FIG. 35) SHOY6 f-tlVl TO RESTRAIN THE CONTINlJOJ5 LAITRAL BRAGING (GlB - ~~) THE DIAGONAl BRAC.E RESTRAiNT (ooR - f.:;:;:;:;:;::t) MEM6E:RS ARE 2X4~, THE END:. OF rf1IGH ARE ATTAGHED TO TOP 4 BOTTOM GHORDS. THE DIAGONAl BRAC.E MA,( BE ATTAGHED DiREGTl'( TO THE GLB OR TO THE fi:B OPPOSITE THE c.LJ3. USE THE SN1E NAILING SHO~ IN FIG. 3A. r;) IOd NAilS TYPIGAl r;) 16d TOENAilS 1YPIGAl r2'X4' 'X' BRAC.E ATTAGHED 2"X4' 'X' BRAGE ATTAGHED I DIRff,Tll' TO TRUSS rEB I DIREGTll' TO TRUSS c.HORD '~A~ ~/ ,/ t\'L ~ V~ t ~ ~ ri3) IOd NAilS TYPIGAL I r2'X4' "X' BRAc.E ATTAGHED I DIREG Tl '( TO TRUSS sc.AB ~ ! #1 ,v ~" ~ ~ ip lNT. RAT RUN lNT. RAT RUN =l >--< ) , ;u \~N~RATRUN ~ '-2')(4' sc.AB W (3) IOd TOP A.V BOT. 4'RE-ENGINEERED VOOD TRlJSSES 0 24' O/G -ENGINEEREV rroo TRlhSE5 /I 24' O/G -ENGINEERED rooD TRUSSES /I 24' O/G OPTION 1 OPTION 2 OPTION 3 'N011:, 'x' EJAAC.E TO BE FASTElf:D TO YERTIGAI.. sc.AB OR lti3 W (3) 1Oc.bd' NAILS AT EJGH mbS T BRACE DErAIlS '<OALE,",'<I',,' @ F. \S TNDARD 5IffT X-REf\ TR1F.>S EJRIoGING\X-flRAC,ING 4" SLAB ~TH 6x6 1'i1.4><HIA ~ j! ",,~~';-~.""""-"'-'~':' = r /~~~~ ~~ ':. ~ :~ . " ~~~~"f.'= 't /,( /( .f" ". :.v//~/d'/ 9 ~,' '-" . j' . ~ ~,~,~ =- //~ /" ''/ .... ')./ /"Y';,,'/ ij ~'~)0 '''~''Y.J"^''<<''<{.'' GlEAN TREAlID FILL V.. c.oMPAGTED TO '15% MODIFIED"'" Cl." 1'_0" PROGTOR PER ASTM DI551 _ (.J 6-Mll VAPOR BARRIER GRADE ~ I =- (2) 115 WNTIM.JO.h ON 3' GHAIRS 1r WIDE TIllCKENED SLAB DETAIL F:\5TANDARV SHEET X-REF\fO.JNDATION DETAIL5\I2 "IDE T1iIGKENEV MONO sc.ALE, '<I".(ID (2) rOd NAilS, TOE-NAilED TI1RU CRIPPLE INTO RIDGE BOARD ~ ~\~-(3) IOd NAILS ---- \L(D~) ~ ,.-{3) IOd TOENAilS COMl'1ON \ 'TO BLoc.K 1Rl.iS5E5 ~~) IOd NAilS AT 24' oc. ,(G) (6)..... ~2.)(4. BLoc.K W (3) 4'0' TYP. i'(6) IOd TOENAil EAV~EY RAF1ECC. L ILl I L (2) 16dl NAilS, Td:-NAI~ICALJ RiDGE RATED SHEATHING CONNECTED TO RAF1ER TRU5S ToP CHORD5 PER SPECIFICATIONS (3) 16d NAilS, TOE-NAilED TI1RU CRIPPLE INTO TRl.I5S TOP CHORD TOP CHORD OF TRl.I5S BENEATH VALLEY SET MJST BE BRACED Y'lITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24' O.C. OR VALLEY SPACING AS SPECIFIED ON TI-fE ENGINEER'5 SEALED DESIGN FOR THE SUPPORTING TRl.I5S. (2) 16d NAilS, TOE-NAILED PARTIAL FRAMING P\...AN / L~ / I"-. / "- "- '" 1""- V / v ~ '\ \ \ INSTALL 2"x4" CROSS BRACING 0 RIDGE AND 4'-0' MAX, W (3) 16dx 3 1/2" NAILS 0 EACH INTERSECTING MEMBER HHEN TRlJSS IS EXPOSED TO HIND, Ml'1ON TRUSSE5 AT 24' oc. F.\STANDARD Sl-EfT )(-REf\TR1F.>S ElRN-ING~NV.YALLE'r'.D1'6 ~ ~ FIG. 2B EXAMPLE TRlhSE5 AREA: LIVING: 1211 S.F. GARAGE: 400 S,F. PORCH: 128 S,F TOTAL: 113G1 S,F, (/) Z o (/) Gj 0::: <:.) ~ ~ en 64 z ~ ~ ~ ~ ~ - ~ I ~ 1 CF) ~ - ~ S-' ..... 'D ~ ..... ~ ~ CF) ANClIORAOB AND RF3TRAINr OF lATERAL BRACING sc.AlE, N.T5.=I'-o' F.\STANDARD SfffT )(-REf\mJSS ElRN-ING\LATIRAL BRAC.INGlMS .} , ~~ml\ . , . , + J V ~ \ -* (3) 16d NAll5'~ (~) ~ ~ ,\ (3) 16d TOE-NAilED !:3f.'~",,_>' /' I "\\ I '- NAILS, TOE-NAILED SHEATHING ~ (N I//"* (3) 16d /'~v ~ "'GIRDER I GABLE NAilS, TOE-NAILED ~ h~ ~~~J<~M~~~ING ~ CONVFNI'IONAILY FRAMFD VAILBY DHfAIL .......... SGAlE, N.T5.=I'-o' 2'X4' MiN. BRAGING ~TH (2) IOD X 3' AT EAGH JOINT-" TOP OF mJSS BOTTOM GHORD RAT RUN LAP SPUCE DErAIL '<OAlENT.5.<I'''' ~ F.\sTNDARD SfftT )(-REf\mbS ElRAC.ING\RAT RUN LAP.Dr<<:> NOn:, Zill ~~ - D... ~~ PARTITIONS DESIGNED TO RESIST A LATERAL liVE LOAD NOT lESS THAN 5 PSf AM) IF SHEA T\fl) W LATH. L- PLASTER. DEfLfC,TlON AT THIS LOAD I .; SHALL NOT EXCffD lJ36O. I ~/ R .'\. F~~R~ I ~~2) 16d TOENAilS ON SAM: SIDE 2')(4' MIN. S1W 0RAVE OR r BEllR STWS 0 24' O/G MAX~ - r- INGlE 2'x TOP PLA11: 3/16'x3' T APCONS OR ~ APPROVED AL TERNA11: II I'- ) 16d TOENAILS STUD TO PLATE 32' O/G Tl'P1GAL~ ' -MIL VAPOR BARRIER 2')(4' MiN. PT, PLATE 3 1/2' MiN. SLAB ~TH 6X6 0011:, Vl1.4><H1.4 rw= OR FII3ERl"C~ ~ Sll-PSON PDPrL 300 POVIDER I'....... ~ AGTUATED FASTENERS ~TH 11/2' GlEANTREAlIDFllL....",....~~:-- f :...:,.' ,..-.-1"",...EJv'8EDMENTSPAGED AT 24'O/G MAX. COMPAGTED TO 'l5% MODIFIED 'y,,',,'; ~'( MAY BE USED IN liB! OF TAPGONS PROGTOR PER AS11'1 DI55l--~~~~~ ~/~~~~ '/~'P~ TYPICAL INTERIOR NON-BEARINO' WALL SECI10N ~ ~ F:\5TANDARD SHEET X-REF\fRAME V'lALL SEC.TION5\NON-l:3R6 506 ~ -fi'H'H'H'H -fi MINIMUM 2"X4" VALLEY A} -0 FRAMING REQlJ7RED V ~ '-0 ,} -<} "'" '-Q'} -Q ~ D~,- ~ ~ )- -)/ ~ }~, ~-K--K-K-~ ~ ed COMl'1ON NAILS 0 3' OIC EDGES AND 3" OIC FIELD NOIE, I) SEE STRUGTVRAL NOlES FOR SHEATHING SPECIFICATIONS 2) END JOINTS Of TI-fE SHEATHIN6 TO BE STA66ERED AND Occ.uR OVER FRAMING. PROVIDE PL Y/'lOOD CLIPS (I EACH JOINT ROOF DIAPHRAOM NAILlNG SCHEDULE@-I SGALE, N.T5.=I'-o' 64 F,\STAVARD Sl-EfT X-REf\11<1OS ElRN-1N6\ROOF NAILlN6 = ed COMl'1ON NAILS 0 6" OIC EDGE5 AND 6" OIC FIELD <::> .... .... i ~ i ""~d ..... o. ~ ~ z . ~ . ~ ~~~~ ~a:~~ ~d~l'>-< -<~p.,z ~~;~ $ ~ ~ .... ~ i ~ ~ -g~ ~ E-< ~ if ~ - !i)UJ ~Jg~~~ m~ ~~~ ~1r~~@~Q ~~~ ~~~ ~~Sg~~~ <~~ ~~~ ~~~Q~~5 ~~~~ ~~~ ~~~~~~~ ~~~~ ~~~ ~~n~ .~~ !i)~sg ~~~ ~~~~~~~ ~~~~ 2~1: ~~~t~~!i) ~<~~ ~~~ ~~~~Q~0 i~ ~~~ ~~~~~l~ Id~ Ih ~hl~~i ~~dt~:; ~' ....' . \ . ..l I \ I ...J U. ~ 0 ill Z "j (/) :J :J 0 ~ 0 0 :r: 0 0 0 C) ill (/) a. ~ ~ (/) a. ...J ill Z ~ Z 0 0::: >- ~ >- ~ CO 0 ~ ill CO Z , . (9 ill ~ (/) ill 0 0 SHEET 54 ,,~ IDP AND RIDGE SHINOLES 5C.ALE, ~U.5.;I'-{)' F,\STANDARD SHEET X-REF\SH11'<<SlE INSTALLATION\rVIEN VN...LEY. ;.\\ \ j\ tl (.',~t ., ..~i' ,/~- 'l' '.. "" . ;;,;,4 1 3'--0" r =- " ':,1'" ' J 0 ,-"f 1 .' '. a I h ,~ ",' ... ',' ". 1YPICAL 6-NAlL SHINOLB INSrAIlATION . 5C.ALE, N.T.5.;I'-{)' F,\STANDARD Sl-f:ET X-REf\5H11'<<SlE IN5TALLAT1oN'D'TA13 SHIN6LE. "'. 1" AAIL5 ON /')' c;.EN11;R MN<II"\.H #,.i'" ,-...:~.. <e...... , . ~ t 5I11NGU: CUT TO FIT OYER PiPe NlD 5ET 1M ,~ . A5Pl-W- T ROOF c.EI-'CMT @-- SlDNpLB VENT SlACK l] sc.ALE, N.T.5;I'-{)' ~~ F. "'TIID! !>ftT X-""","INGlE I.,T N.lA T1OII\VENT5T IGK""'J "l ~I ..< ~.... . 36' ROLL OF GAr V'CATHER HATc:.H EAC.H STRIP TO EXTEND AT LEAST 12' BEYOND c:.ENTER OF VALLEY EXTRA NAIL IN END OF STRIP (~ c:.AuTION, DO NOT LOCATE NAILS CLOSER THAN 0' TO THE VALLEY c.ENITRLiNE i WOVEN SHINOLB VAlLBY' """-E. '11".1'-0' ~ F,\STANDARD Sl-f:ET X-REf\5H11'<<SlE IN5TALLAT10N\I'QIEN VN...LEY I. General 1.1. Roof 00<:.1<.5 ood exlslln9 surfac.ln9 malerlal must b8 dr~ prIor lo appllc.allon of shingles. 1.2. ProdJd Dellvery, storage and Hand11n9 1.2.1. DI5trlbJt8 5tac.1<.s of !;hln9les unlforml~ not In c.onc.entrated loads. 1.2.2. Nien c.ondltlons ~arrant, Install lemporary baHens to fac.lIltate roof loadtn<,3. 1.2.3. Care !;hall b8 laken lo proted t.h8 underlaipent durln9 the 5hln91e loadtn9 and stac.kln9 proG.8ss, 2. MaterIal Spec.lflc:.atlonsl 2.1. Fa5teners 2.1.1. Shln91e fa5teners ::.hall b8 galvanized 12 gauge shank ~Ith 1/c}' diameter head of sufflc.lent len9th lo properl~ penetrate 7' Into or t.hrouq, thlc.kr1ess of dec.k, 2.1.2. Shln91e fasteners must b8 drIven flu;./l ~1U1 t.h8 s\X'fac.e of the 5hlngle. SIx Fasteners shall b8 I~lalled per shln91e a nominal 5 5/C}' up from the bottom of the shingle. 2.I.:f. linderla~ment fasleners - Nalls or c.ap nails shall b8 of sufflc.lent len9U1 to operl~ penetrate~'t'Gi'.Ql' tIYou<j1 thlc.kr1ess of dec.K. minimum #1 9OUge. . . Asphalt 5atural Room Under I ments. .2.1. OrganIc., l4Pe 1 c.ommo~~lled~. 30 or 30#, c.onformln9 to ASTM Slandaa D 222{;~'~ ..(J II organic. ~turated. 2.3. Metal Fla;./ll ~f ~ 2.3.1. Flashing sh ~'. minimum 2b 9a~. G-C/O c.orroslon reslstalt metal - c.onformln9 to ASTM A 5'25 ASTM A C/O. ~. 2.3.2. Lead for 5 lac. 1<.5 shall b8 a"(YIlnlmum 2.5# per sq. ft. For lead wvnter fla5hln9 require ~ls follo~ Lead Assoc.latlon rec.ommendatlon. 2.4. Asphaltic. ~slva ~ 2.4.1. Asphalt ~I~~;~c. roof c.ement - c.o ormlng to ASTM D 4~, t~e II, non-asb8stos, nontf'\il1l1ln9, heavy body terlal c.ompo5ed of asphalt and other minerai Ingredlent~ 3. Ad'le5lve strip." 3.1. Thesa shln<,3les 09va a Spec.lal th mal sealant U1at flrml~ bonds the 5h1n<,3le together after app~.atlon ~hen ex sed to sun and ~am lemperatures. If shingles are dam . by ~rnds be e sealfn9 or are not exposed to adeqoote =~fc.a lemperat\X'e~~f ~/If-saalant gets dtrt~ t.h8 shln91es ma~ never 3.2. To Ins\X'e Immediate 5~1n9' appl~ 2 quarter-sized da~ of shln91e lab ad'leslve on the bac.k of eac.h tab, approxlmatel~ I' from eac.h end and I' up from th8 bottom of eac..h tab c.omer. Th8 shln91e must b8 pres5ed flrml~ Into t.h8 ad'leslve. Note: the appllc.atlon of exc.esslve lab ad1eslve c:.al G.Q.;se bl1sterln9 of the shIngle. 4. Inslallatlon Proc.ed\X'es 4.1. UnderlO:fY\ent, Standard Slope 4/12 or more, Cover dec.k ~1U1 ona layer of underlalJOOnt Installed ~IU1out ~rlnkles. U58 only enouq, nails to hold underlayment In plac.a until c.overed by 5hin9les. 4.2. f'vt underlayment on lop of melal drip edge. 4.3. Ec;kJ8 metal :.hall be Inslalled over the anc.hor sheet at all perimeters and fast.el'1ed b' on c.enter ~1U1 12 ga. Corrosion resistant roof nails or other fast.el'1ers. All Joints shall b8 lapped a minimum of 2". C.ontlnue from eve up rake/CjOble In 5aY1B marner, ensurln<,3 ~ater-sheddln<,3 c.apabllltles of all metal laps. The starter c.oUr5e shall b8 bonded lo the metal ~IU1 AsphaltIc. adhesive. 4.4. Starter CoJr58 4.4.1. start at elt.h8r rak8 cr1d lay In elU1er dlrec.tlon. 4.4.2. Plac.e slarler shIngle 3/c}' over eave and rake edges to provIde drip edge 4.4.3. Trim tab5 off all sEar-ter c.ourse ;./lln9Ies, then plac.e in a 4' ~Ide pvddle of Asphaltic. roofln9 c.ement. Nail at 4' o/c., 3-4' from eave. 4.5. First c.oUr5e to slart and c.onllnue ~1U1 full 5h1n<,3les laid flush ~IU1 t.h8 starter ,"oursa. ShIn<,3les ma~ b8 laId from left to rl<j1t or rl<j1t to left. DO NOT la~ shln91es stral<j1t up tha roof SInC.8 this proc.edvra c.an c.aU58 Inc.orred wlor blend ood ma~ damage the shingles. 4.b. 58wnd CoJrsa, trim b' off of shingle and all even nlXllbered c.OVr5e5. Position the shln91e on lhe top of the c.utouts 01 t.h8 underlyln9 shln91e so that there ~III b8 5' of eac.h 5h1n91e exposed. StrIke a c.halk line about every b c.our5es to c.hec.k paallel all9ffient ~1U1 eaves. 4.1. Valle~s 4.1.1. Standard Roll Metal - mInImum Ib' ~rde, snail b8 plac.ed over t.h8 anc.hor 5heet In the valle~ and ;./lall b8 faslened b' on c.enter ~1U1 12 ga. Corrosion reslstoot rooftn<,3 nalls, or other fasteners of c.ompatlble metals near t.h8 outsIde edge of the valle~ metal. All Joints shall b8 lapped a minimum of b' In a b8d of flashln9 c.ement, The c.ap shln91e 5hall b8 bonded to t.h8 metal ~1U1 A:.phaltlc. ad'leslve 4.C}. flashln<,3 and Counter Flashing at ~all Abutments 4.C}.I. Install 4"x5' "L' flashln<,3 flu~ lo base of ~alls ~1U1 4' flange on U1e anc.hor 5heet and nail near lhe metals edge. Lap Joints 4" and appl~ fla5hln9 c.ement between laps. Slart at lo~er porElon and ~ork. up to ensure ~ater tl<j1tness. Faslened b" on c.enter near t.h8 edge of the metal. The c.ap shln91e shall b8 bonded to the melal ~1U1 AsphaltiC. adhesive. 4.C}.2. 58al alon9 top edCje of vertlc.al flcr1ge, c.overln9 all nail penetratIons ~1U1 fla5hln9 c.ement and m8mbrcr18 ~re required. 4.C}.3. Y'tien 1n5tallln9 opllonal c.ounter flashin9, lap top flange of base fla5hlng minImum 4'. Nail metal near the oulslde edge a minimum of 6' on c.enter or sat Inlo re91ets (sec.ured properlw and thorou<j1l~ c.aulk. Lap JoInts mlnlm\JfTl 3' and appl~ fla:.hln9 c.ement between faps, 4.C\. Pipes, TlX'blnes, Vents, Etc.. 4.C\.1. Appl~ fla!;hlng around ba5e of protrusIon and on the bottom side of metal flooges seal1n<,3 lK11! base flashin9 lo dec.k. 4.C\.2. Nal' and sec.ure all sides of base flashJn9 near the edge. Make c.ertaln ba5e Is flush to dec.k, OAF MATF.RIL9 CORPORATION SHINOLB APPLICATION INSTR.UCflONS 5C.ALE, N.T .5.; 1 '-{)' IGA T10N SPEC,lflGA T10NS 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 as to its correctness to resist the published loads, AREA: LIVING: 1211 S,F, GARAGE: 400 S,F. PORCH: 128 S,F TOTAL: 113'1 S,F, U) Z o U) (ij ~ c:J ~ en z ~ ~ ~ ~ j ~ ~ en - ~ en - o <- <- ~ ~ ~ ""~d @dZ Z . ~ ~ . ~ J ~ ~ ~ ~ ~ ~ ~ ~ Is! a ~ p ~ - z <..-.;p.. z ! s~;1 $; ~ ~ <- ~ i ~ ~ ""g~ @(;-4j:X:1 if ~ - !!2UJ ~ ~. ' ~~~~ ~~~I~~~~ 8~~- ~~~ ~l(~ ~fo ~-J~ ~~~ ~~3 i~~ <~~ ~~~ ~ ~Qi~5 ~~~~ ~~; -~tl3~ ~!-~ ~~~~ ~~~ ~~-: ~ ~iO~ inliJ ~51i~~~ z~3g ~<~ ~!Q~~t~~ ~~~~ 2~~ ~8~t~m. ~d~ ~~~ ~~~a~~~ ~~~~ ~~~ ~~~~~~~ In~ ~~s ~;~~ ,~~ ~~-~ i=~ ~ ~ 3 ~ ~ ~ ~ ~ ~ ~~: ~ ~ ~ ..;...... . \ . \"""~ w U) ::) o ::c o w a. U) -.J u.. ~- c;) z ::)(\J o ~ o p W .q- o ~ ex> W ~ o -.J W Z ~ Z ~ >- ~ >- en o w z ~ U) w o SHEET 55