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J` , r iRc L_ t^irk . _ , :1�' 2 exta. ten � � ,f f:... ., t.l .,C. ,A,'r r• '!'' i J r,r � � fas ;,. l y r;., k- ecu a rw d' r.v P ! n r, h' a a `moi v, n shall '� • , ::: -: constructO l . . C nstrll J. �? taw .Y.. ,� ,•.,, S'. ., .�. 1`�. ;.,s W Sr' -f r r.,..r,�: .T r ,�'�' +1,, .;� y ., r./ n.,;M1 '� s . Faat�h �e ., Y rt" as we=� x. ) cla. �_� �t. )ri, aar:v;r-+tP:,,,a. .A• Y- .Y,r r� •C'•�i lraa�e;sr(t�.t !s r ""i' I •� i.ae. ricane a P _ rw, ,. x' r Y i F. . S'_ N t. f rc fi 1 ., ,'Y• ,. rein o ,. � ��.� L- ,.. �,n .4. ..l .. �: �•�' Walks ;•' d: ,:,. ,,,, � � .L• .,_ •.a , r r. rte. t:' a o', era o �� _ �1� x•:y,,,� ,-. :�•- .,•�''., a ext - ., �� b. Y ,L.l+l, -0;�. "y. .� der :! .. rra.. °. �,•�,�:' :b. E un �. -�. s's Z.ti +••.7 r�n a ,.'� r r�: .< , concrete r� r ',.r; f . �1 �, is t r l x th r f ,M, �. b continuous mono ,: �:-.:F `- e '�/, i; qYt� rKr"rMy ♦.t1.•l.r t ... _ _. . _ _ . . .- —_. .. . _ , _. .. _. _. ... — ,_._ .. _ __ — I i _ _ . I . I . „ 7� ' ' , NrA F• /Y + r.n p,.1, � . . . , . �' I . . . . . .. rLo , � � I . . I . . . � . I . . . 1 . 1. . I I I .1 . I . I . � . I I I .. . — .- ,# I ,. � � I . . - . ;. . General Notes _ - ? . I _ . . . . _ 1. r . . . .. • . Genera notes a 1 to all drawings and specifications, •. . _-�._._�__ I 1 vp Y e ,Vc Certify to the gest of nor knoylcdge and belief that Ill des;gn of this • - 7- iOjCCi ccuIp'ies with the applicable povisions and iequircmentE ' s of , ,,,, . . . p J 11 . 11 , I I � .. I I 1 . I I , thw Florida Accessabjlity,Code for Building Constl%iction, Florida building code 2001 edition of the,�LiA Guideli� I . . . • . 11115 VOICU;t L C lS AN . . . an INSIRUNIEN1•(9E SIaitVIcE, �. v f 11 ditne.nsiotls and couditiur.s ut the field Add.1* tt'go' ns �j,.,. e I l.e Contractor s1.a11 err a .. Y if dimensroral enur,variances aa,d for cunllicts exist,oronditioris are a A�di)1S 1 fI1✓fRUYFR i Y U17 , encounttie'd that ata not co�elt in the drawings, the Contractor shall w I . L�1ZO WISIONS INC_".ANY I!SE .. i - riutir the Desi n Fit•rra in \\riGn before commencing that portion ofthe wurk. 3 _r Oil R1;a'IZUUI C'I1UNS . W11I 1"I EN FEIt,MI$SION OF f ill ' Wiry g. g0 ,the 'Resictence ��'llfiUUl -iI1F I:XI'ltE$S � I I I p d ire�t tl,e work using his hest skill end i i lF . I . . .. 3, .]h..Lontractur shall.su e vrsc and � . I . I . . . attention, The Guntractur shall by solely respunsrble for all construction . ISIS Y 1JKU Vlr N11: FI) PAI •y ar,c�"or installation means, n,eth�da,techniques, sequences and ; _ Q . ' IItJCtil. lilt))Ft).. proced its. fie or she shall also be lesponsiblc for coordinating alI' V Y poltiorls of tllt \�,orlc under the contract. ' . ' `� . .0-f I I I . . I I 7 - . . . . executed in a neat \\uikmanlike manner, ��}tah is ' I. ��Il \\ark shall be scop table to the U\vner' 11 CLIENT: 5. '.Viten \vurk that is nuts e;iticall i,;dicated is'required to comple.tc the Y `� Mr, & I�trs t. ,. . rc, ct a dehat tion shall be submitted to the Desi 'n Firmin \\siting SCUIL l Milli}lt�il. e b ( . .1 .. p p In��ex of Draw�>7s Mr' ,, � . ti H dwing the bid phase, All such requited work\vhet leer descilbed'cif clot _, -- _ .- 0 01f ' ^ 1 f G8 t'ark 1'et I"ace �'�. I . I . . shall then be provided u.\irg tilt best materials and\\'orkaua,,ship at no �.UVer �lleet.....,,.,...�lte Ylall, I1CieX Uf Ura4Yall�S, �,UCatUr - addi iunal cost to the U\\,ler. I y�ll�Iil11C �3Nt1C�}, pati. • t Niap, WIn Lone �ti1ap,Area 3 '''33 ; . 6. the \�artanties and guarantees provided in rile consti�ctiun ducun,ents , . anty or remedy re�wted by c , 11. �,r� >l,all be in addrtiuu to any \\arrant ' shalt gukr ���"ibuliltlol] t 668 { errace . , " ,1 ' . .;.. la\vurby the cotlstructtondocuments , . .I -1 . General Notes . . ..14 I., . 1, Unl;ss specifiealiy noted, Uic Contractor,Ilall provide and pay rur all �1 1 �o lan d W be _ . • labor, rt,aterials, equipment,constitrenori rllachinery, trar,spurtation, and r ..•..• •••••••.•••••`• ` ,an i c t B Existing F1 r Y an ails to . . utlier factlities or Services necessary for executiQn and completion of ReIl7oved, AtI . 2233 1 - the"\vor k. A-2.........................New Floor an r�' real Wa 1 �ectiorleac lteltic�ci���iil1 a��cl . I . . 8 ���cessrbiiiry shall be pto\ided in accordance \\ith Chapter i l of lire 1'1 , yp 1 - pool Florida btai�il,���d:, �1-3. ....Roof Plan, Stair Section, Nosing secu�ia1t�or it�ditiul� , t� existing Residence . .. 9. A.n accessible route of ravel shall be provided tQ all portions of the: Detail.1. . . i & tet\Seen tilt building zn f the public(see chapter 11 Fl iiC ?'J')t) , . �ur � rn an � , �-�•.........................Exterior Elevations. . ` . . 11), Jlit Contractor and his subconeT,!Clof3 acknowledge they tiavc icvi16'-'l the ��- .......................Exterior E�t?vatiollS. \ - ,, Plans, specifications and visited the site prior to bidding"and st<,rling any \\oik. 1. . . c . 11. I.r. C;Qntractur a rets to su enrse and dorm the work to E-1 ......................... Electrical Floor Plan, Electrical r 6 super-,, R" accoruance . , 1. - - . • \v ith good construction practices er1d standards Ind 51"all not proceed cr Legend, Electric Riser, Electrical , perG;ntt work Cn a cnatu,cr contrary to the contract docurnent7 ar t11e Notes C,UN S CJ.L'f INCA 1 . 1 , 1 .1 " I I , I . U\\zlers dircctnes t .^.'r- �i I . I , 12,, t he Contractor shall at allAt:ines adcquately staff the job with ;kine j I . I I �,r�C� 1 C�bI . .Ulation . I 1. I • wurk,nian, laboicts and the proper equipment to comp;etc thc�r \\olk Structural • Existing Itesidt:nce........ .... "Z,7y3.0 scl.ft. cltraatopllerat11e l3. the Contractor stall be respollSltJle fc r ubtarrung and paying for a,I ren 1,ts S-1 ..........................Foundation Flan, Sections. f1 ,,,..,.,.,,.,,... 7.9Z (.Vllsultilln StrllCttlr<j1 . inSpectioa feee, impact fees(do\\it stream Pollution fees). and testing ' . ��ddition ( rst floor). 30 sq.f't 4 completion c fi.r. \\ork.. S-2..........................First Level Shearwall Plan and - New Driveways.....I.......,......;.......2,U 10.0 s(Ift I:I�gill�er t.lt, rod f r con ra ����U Osceola'Ave` 1't, iii Con,ractar \\arrants that ; . Sections. C h.................... 48 . I all materiais s: ,�,lii:4'or eCt• New Covered Yore U.0 Sq.ft , . r . ai r11er1t,su Iced be nc\v u.iless t!;er\vasc s puttied ary all \Voll. I � .ffiCl{50I1V}lle �e<iC}) �' yp , r G p r a K snail S-3.......................... of size r»,UZ�. 1G sy.ft. Second Le�rel Shearwall Flan and L • be s i(icaiid q,ualit fiee ficin fault and defects in kee ir. ,vith man,;ract .leis Se(,tIU lS. 1 ,, ,, .,...� Floridap g % • q' Y. C. I Lot cover ................................ 25.x° 25Q „� ; IS. The Coaaactor and sut�contractors shall be rclronsible to keep the job slip �..................I..•...,F I rig Plan and Sections. / S lour F`ra r� o lied v"WC by using the Contractors supplied du:npster o:x a lady I'laI . . fr.t faceuir,ua -5..........................Roof Framing anti Sections. ' basis, r . S-6. , .........................Sections alai Details. . l5. flit: Contractor agrees that all \vork matetials and,'or equipmcl;t 'Shall Lt' y �: 1. . constructed or installed in conforrlut \\,th all mariufartuleis - ....... . Y r ............... ...Sections, edu es d Not S 'ons, S,rh 1 an es . si:ccitications ani recommendations, corl,plying with all federal,state, city anti county . r building codes and ordiarices. - ,. EE I I 1 1. Tie C:orltraCt,.x oar sapplicr of materials of builds vg conipontots shall be • responsible to ticld\erify all measunnents priop to starting any ,vurk or1. 'a, cid-ring any materials c\'cn if the Design Firm qr 0\finer hastar>)ro\ed sho[ t at7[aU .. dna\vingS. 1 . 11!_ LCaI�V` . . If tide is any discrepancy in the [lieasu.rerlctits, it shall bt the resj:,tlsiLliiry jJ� ��N �'-� ,��� DESIGNS IN( of the Contractor to notify tilt Design Fir-ill. �� • II . . . - ; , . l i11P'�7 I I 1"9th- ;rl��� yt, t�,t;t,j:�i: . !8. 'I h.C.ntraCtcr agrees that all time limits ret thr4 Contract are of the ; 11J )- ', I ' u t l"., r ",4< ' • t)U . .� IZU. . f fZEL I' . � i, - Ira ;; "1 , air~fir rti,1;n,s.,? % .. . essence, . � r ti �__� r Tj b/' w•,n� t s i� � I I 1 1 1 1� i• III 11Eu1{SUNVIt_I.E r o j! -0 I ,1 . , I,II . 1'�, l}t�C011ttdClt)r ag1eCS c0 ptotllplly rnpkegoad, without cost to the J\\ner l IC' (r F� v ea 1si111e r ,'`i� 'lit "t �' 13I'��1C�II; . ", an -and all defects dot to wcrkananSl.i and!pr materials \hich 4 =a \ s �'� + t;k ti► Y. p ':�t. sa I ' i, IX '1 '5''I i'',W �'�'r'rw riLUiti rl 3??�p. \Within a crud of one 1 ear from the date of - i ,� -- � l � I �� � �n'Sr'7,++� IF �r� �\\� , r.1ay aG pear p � )y r _ I . substantial coni Ictiun and acce tarlce of the pro ect by thy U.\tier, or. ';i L. Ij �- 1 - ', t1115t ! ° � i� l `l'f It",,'" rLl_(901) 99? 7 dt p p • _.... for such period of time as the Contract documents may establish •. .. . 1" i r I I _ I f.• 1 7 t t"1 %,", ',i4";irirt < ?, t.cctu .. . I - . -- . I . . . - I I " - r taLVdrSi nS n u P p P y # I JI M I i t J.. ( ,iIi� ,19 � .; . pro\id„d that,it is clot less than Qne(1)year, til I II 11-d e I�„ .. ,,t ±,� � , �., i.. . r.' r r I Ja L 1 t,i'r r f} (, (r tr :; ,� r7• r� r r , i }•f , "x. t1 �" (i - �y � ri F',}i+:i. ►.J� �.4.�Ur� r �. . p, the Contractor a r.,es ti,at as an a.ditiQnal Conditio,7 to e rent to his 6 / /'r f , S{ .. _' ! A '' , t� +., ' �.[�� I ��N . r P 1✓�/O�D LAS` ►.,t�� 5f-tsrttaU , I, �,�) �,���, fir II'11, , � ' ' receit:t of final pa}mens, nc shall deli�'er to the O\\rcr an)+and ali \\-r rt,en r �, ,r-, r " .. ,, - y r �fr\t,i t ,V, ,R' . . ;� 4 Ev,/� > , .� k . 11'. .rrQ d ,I$.' " ° l jf �I,, lr� x IIIdt','{ �f`Ura�viil8S I . guarantees as lcquncd by'he contract docurrlcnts, `T a ' x 1 P �^ .--- ' (, i , yf�•�= r� . r t.j "J } fI1 _,_.I I t f � 1��Ti r 10 n If ria��5 �y>it ,.Jen ral notes, . . 1, I , �✓ } .< I t i_ Ii �I' ''r tr 91,r► I I V, j i- + til "i; r11 o 13: � r. , ll. the C;r,!ractcr agrees to comply \tiith all USII.1 ret;ulations:ti.at alp,y to 7 -c /0"', i `�_ t ? t ' =, 6§r k, ° Site Plait i ,,• �t '.,1 1 ,, t,. �• 0 C S, + `i S t r x ,�i 1'�l'q>,a;`, .ca•' . . the safer of their hien and the o nation of their equi rrient and tools s ^� X( r 'I k d nip n_:.1�c d r1 .�( " :r1. t.;p., ' 1. ,Y p 1� - `✓17 �� .jar rl k,'{ T •t „�� 11 ,•y I�� -. �_ , ��ill i�.r i,7f a . . TI10 Contractu a gees all ern to e.s shall be to t uked to dress -rc 7erl r 1_' . I ri - T ,1 t b p ) q U .-1. Y 1 � �? f AfI1n� .,.. ,,1��\� �or'`.tc �. � l ti1� 1 S ►� ,� ;.�, !I � I � ���;;I f ' . Wind Zon proper e . . . 'r' P•, rte '° '�, I G I i �i �' E along his g 1, p uric boots, I rd hats and all other , l �� I r f 4 tA ( r Map LUt.tit al :, wit \ e ren rc er\\ ;a a 1 c .•, ' � +iA �;� ;� � ,�,'I.VO�dr1 U �� ) a, 7 zk\j \dA'� ) . R.t. w (� ' l l II ( I 1n y 1 r I .:si 17._-i I v'r '�� r1 +y.,i safety egaiprlr.r t req'aited by JSI r� '� .,+o'ye-j E5 '1 b 1- ` l 'r ` � . r: _ ud y� fir I1 w 11 h; 't ri+• _,,. _.-.._ ._.._ -----_.� _ ..._. is , i ., t 1 I I iA+ ). .,I r 1: P 'l �.. , i I - . . I. 21. I he Con•racter s}iall not violate any Fro\inion of the U�cupatior;al 5a,.ry ; . I > ;r > 1 y `; _._ _. 1 wk a�r-r�',"II , 1 k j . p r i J 0 j w 1. ( d�` 1 J �. .j 1.._ -. i,; i�y 1�1� 'r�;y,+. and ltealtli Art of 1970(USIiA)including all r,galaticns adopt,d by it$ tits _ lr.K' > :, �� � ��„ti� 'd,`•' ._ .,r= � .-,. � - . 1 s 1, 7 I. lub Ln 1 n.tI i t .. ere ,icerr,ent b t, to Sates Department a Labor ertairin to � r r x x e ,t I. ":�'3� _ — r �.,.' ti��fit�A" ` � f y Gtr d . p f a p g 1, �� ova S oar 3.�%C�C ti l t„.n'rSiQ -• >14. ! _ __ 1 rI m I , Ccnstru�trun i 1da5tr NO• f6 tJ r a ltil fly •t �' - .. ty d� r�r � � 2 � t� ,i �T.. 1 1\'� �• ��� _ . .- _1 i�}f, �� �h".,t - w. r 1°rY - >> 5 a rV `\' - �TT > rf 't' P OJECr I��i r 11 f� .1 j —1 r"' ,:;pti r tt�:i; A - • J r , I i i�I .l �% I' 1,f 1 r� yv r' . 6. \. I /' LOCAi10N r - I �41h `Ii ti �« < . v ,E 1..-tett_• \ 1 a r . r� 2- I q. - Q `C .. } { I,,i I ' ( °T? ��i ( T',",+t ' t;,;`?", . . I f -- - \ ; 0 4J (� i a I 1 1 1 r ., 11" 1!r, :c 1-, t i .• >� , , t rz . . . . . � �� 4 �t� rI , r \ ^ _ A 1 t 1 a I` `ut-1 1�h--I �'` , y�l'. �r nr'i? . n vr. CG,�Erz car Vii , 1a I o 1 I i�- y,a fat , If I . _Ism D , F, I I.�r, r r71 {a3 yr W l ter,. . . Q xG1-Y � - v �o - �' C i ti �ti c r'1r °;4.r r-', w ,♦. " k.:, . +� % fir _1 I �y. ,cs-1 f ,r;'r �`:,, y - " 3 4C'3 ` ' �Donr,er - :F i.. ;�"''II �i � ;:;,�' i,t APPROV FjINI��•I�1:MION .. c1 D . , . . . - .r �� V- -200 M ?' i; tilt(,. . i 1 y ;t !h 1 -, �. 4,, TY Of ATLANTIC BEACH ; � � ' - '� FYI I"1 d L U z� , M a 1 1`, 1�.-•--�.-: -_ .:; ,r3 :' ,. �urr.tatNc or=�lc� I • - " I, A J r 1111 1 r� ZI,I.I=.t1SI DATE I . . ,.,j �o� .,l ( I 1006 tt . :- . . _. .tett. -_ I1•� II - r 4 e /�M�1� /�t�• 4 _.—.__ - __ �Ji�4 Yai,001 Irr ' ..!- �IIy1W i11 f)2rJQ , af` wQr Jl� i . . 11 . .5 $ 0 ! L ( s, . ' L 1 � k6104 . . —r , . . ` N ��f GtRcULAR=ta�u.v. 6wA7. t`,\y '� S. "�� 5/J f ° . �; .. R ...,�.-, r,,....�....-... . I I . . . . . . �d11 . � . t . I . . -L--j . . I . . . . - L I".1 1 11 I I . I I . ';� , eve Leo . t I S i-te 1 11 (�1-011 i City of Atlantic beach•6 ° ^ . .M �1•,J - - Planning and Zoning Depalrtment r ,. !.• ;:1. ,m � - t � L azo . This approval verifies compliance with applicable . zoning, subdivision and' other local land t'i'if � i G-Xtt . , - . . development regulations, but does not constitute _ f r . . . . , approval for the issuance of permits. Compliance ""� r l - w _ �._ . . . . . with Florida Building Code and all other applicagle Tt -i � _() . sc p , / tocol, State and Federal F' ry,L, `Ji' rt• , `t� t�� ." �- p 11 . pormitUng requirements ,�, Beach Building Official pride t!M - must be verified by•ignature of the City of Aller ; d. tit t� : , � tiI-'a Permit ands • 3UN aQ 11 t i I c f' . .. .. - ,r Approved oro m � v o- ''i-, , . . . . , � . I . . 1 - . . �z . V!�� � Cover ,S,fieet . I I . . ., � I . . . w -11 � I I . � . -� . I I I I . . ,� . . I . - I I I . . : I . . I I - . I . I . . I I . I 1 . . . . I . . I I . . � ., .. . , I . . . . . . . I I , . . I I . I . . �. ,. I . . I . . . . I I I . I I . I I I .. 1 ., " ; - . . I , . . I I I . . . III I ., ,� . LN I 1, , .I , �- - r .. � I ,, I . - .. r . I - . I . . - . . . . I I'lifl I �,v I I ,�,f�-1,�, . 1 . I I . . I ., 1 ; . . 1, . . � , � I . . I . . . . - - -- . I : . I .. I .. - . . .�.,.�, .._..„,tett.. .a- - . .., .. _. ..I - r -.... .. ..... _ - . , _ . . . �- . _-. .. . h .. __ . -a. --- -t ett,.._ . -r... I , r �f . y , e _ + "I f iIS l.)OCUM!~N"r IS AN INS IRUNIE[V r OF SERyIC E, AND 1tOPER7` . AND i��IIIE Y Y OF " LALU I)ESIGNS I.NC. ANY USE UR RE.YRODUC 1.IONS' 1. WI'IIIUU"rHEEXYRE.SS- \VRIrIE.N - PERMISSION OF I I{f r ABOVE ME.N[7oNIU YAR I lE5 , - IS SIIiICII.Yk'ROIiI13ItF,v . u w Q C'U.k'XfZI 'H I'ZC)l'� , t N MEW: Mr. & Mrs. Scott flullihan ' 1668 P,uk "Terrace W. . Atlw'itic'Beach, Fla. • 32233, Bedroom . Bedroom no.2 Bedroom no,3 3 `r Relulodeling and FU. Closet Second Floor addition o IstIi ce t ex' �� ltesidela , L Closet in. Closet CONSULTING . ENGINEEtZ: : Beciroom,no. 4 " � - � Christopher Katlae C lg Structural . Bath Ilo:2 OI1Sllltli .' . 'nglneer , 440 Osceola Ave . Jacksonville Beath 4 Florida 32250 R Patio A, AZO — .. l �J q Family Room C" DE SJONSINC.. • F � - -`,�'. ��. =��- -I?U s'. 3 RD. S'I•ItEk.�I' e JACKSONVILLE BEACII, ) 3 • U1�IL) 1 '�25D . w TEL l904f 992-71.8I _ laz�xlesl�i�s(a'aui.cuin Diking Room Kitchen r l xistixig Exterior Walls16 to be Removed Room EX CONTENT: Existhig Float Plaiv. Master Bedroom', I i dal as er �- __� �� Existing I iter or Walls, 15'` . . to be Rennoved , r Star. Livia Room b Remove .Existing Garage DoorFo Foyer � t � W -inMaster Balk -closet . 16 ' • ,. :. " ;• . � FINAL R EVISIO, � N ELEA71ATE Garage stirF �x ��n�xzyv r7 Steve LazoEntry ' 4261 C4 • ° F' i • 1. E1 - , w it I 1 . I I , I . . " . . . . . 1 - - f r . I . . 1 . . -11 I . .11 . I I ; I . . ,I 1 I .. . .I I . I .. ... . .� . � , , I ..I . , . , . r I- . . I ... M ;, -I .. - I .. I .I . . , .a� I I . I . e . . . ____­_--- � . . .I -1 � " I % . . � , I I I I I ,.; �: 1, I . I . ,. I I .. . . , 4 . I I I '.I .. . - . .. �. . - - I - .I , 1. . I .1. . ; I ..I . . 1. I. I I . ,I . I . . . , ; - . - - ,! . �: . . . . I I I � I . . , . . 4 11. .. 1. .. I I I I I I I I . . . . . .- ; . 1. .. � . I .. I .. . I I I I . I . . . . I � 1 . I . . . , . I .I I I I � --- I k �,N!e , . -.,. . . I I I " . . , .1 I . I I I . . ,�� I . . I . I . . . k�" I . � . . . I I . I . . . I . . � I . . 1. . , " . � o - . I I Cr°! I . ;� �- p Ok. , - ; ISG C ��tQe 11 . . . . ; I I � 2 - �IEt-D lr +" E.. �µ�l lic 1 G �L- \V ? ' �-ts - m m m I, I . I I , I .1 1, . . - , , , . . , , � ,. I I 1 I. I .. I . ... "I ;;;I I mm, m � W .ew , . _ w CU�l� O, �C .'v , �� I I -�� ��� to .C+ 1 - "�' _,�' 6,� t 0, - GVWQ;�T 7.ill 'M *'�'11/ . 3.4 �" I I m m m m � m m m I I m m I m � m I I .. I'll,i mm � m - m _7 1 1 1 1 1 M, m m m . m I I m I � m .i m m - s '. , ` F- � - , : _ - , • . r 'oe I , a r ► ,� F ! - y ' rHIS„I�UCUJIMEN r 1S AN I F104 , . _ ,. � - � � �� lNSTKUh1EN• UFS�,RVIC:•E;. j”' d 0 AND IS 'I IIH PROFF,RTY OF . , �r` ` . ¢ ` - r LA°LU UF..'sjGNS INC'- ANY USE: 'It ? -'�f� }.102 •t '►n ' �. ui� Kl hRc�uucrlorvs _ W I I HOU r'111 EXPR . , 0 . M."., Uj . .._. . .- ESS ON IC1 �VRI'I"IEN PEIth11S510 } ; m I m m 11 m mm I m , i I 40e • AI3uVE 111N i 10 ED NAR nF..$ - _ a IS SIxICILYPxUIiIEiIIEU v I " _� / , . � t, l r G,,t.0 r'., --- -r a C'UPYx1GII'. _Gc.)2 M. `•. . it r GI CL I EN h: 5C '._ FI lel. I ( • Garage s ���/ • . �U. Nirs. Scott flu]liltai : IV �r r 1668 Park. Terrace W. W �" Atlantic each, Fla. • 32233 . F ; � � , .. '_ x � ) . C 1 I U 10 � s �' i _ r.9 - , , �� X� �t . /'�',r;,, uc t' t+tcr,l?,. SUPS t�.l�u n ,� I�udel Ig +• , - t 1 G.: w y U� Laund �� $.ecQ' iI . �"IWr additioII _ t gist r Y { - 4 r ti _ ex to Istin� l�esidellc:N:,• - I �(� �, 4 ,� -nXA�C TPt 1r- • -I r ° •d Ij c - i' y qL w 1�� 1 to" � 0�srtr.� r�� fr r C.UNSULIINCr ifi-M , -� r �, µ w 1, +, N Cl�ristoplter Lathe m . I , m �,m m I . m 7 ml 11, � , ' % 1 4 G�' t f� � �u �� u \ u i 4 3- !- 3_ �-to__---- �• Q 4- -. Co11suIti11 ----".mm m�-- y,, • r ►' ': � � e,P0� L ___. _ _ _ ---- __ ._ _ _ -- �— _ _ - ( SlruCtur<�l - z I m m EIIgme,er, Z • ;� w �� P.R Iii T S r Q, 44Q .0sceola Ave.,' _5 ,, AA 4 JaGksol vine Beach.. j. r +=- 4�, 1 ___ �r, I0 3225 .� . �,:I ;> x da -4;,-.,' C, 'rajINr _ io �� CG�_lN �¢rZ , . - j / . ._� M ,�L•:��`L� - {�� r\1�IIi�r• .�. \`f t►i � ': :: M _ �_ _ �r `r� -_ _ _ _ _ 11-_ I P__ _ _� _ . w { _ h� F' `c� �;�211�r�J�rt)2.A l.. el; - `� F i -:-v v_l , 1 ,'.0,I.� z'- FtEx- v r��,=Rr� ; ,,, - _._ _ 0 _ - _--'-__-_ _ - _ _ . ._... . .-.�7 , �� ..I'fa \ t :�` j�O.� ; '.:C� ' . 110-1 Cpt1Q,G , M_V r `1J V—� r� �r ` _ �EW F1t.1r r Cr ;. i ( 1.,l.4 �pf 1IA0.&a'+C'J(;,r' '.�' f 1 // g 11 A ,II �i I E' +�T}+-�. G� JIt�tCv mm , Ill i �G�l 1�j-O Q 4 `,.1Si�tJ[, �2'" Ut1' .I� � + ��� >� ,N- 01I '�_3�}cw _-_ y rt„c.i:'�J .., At : l1r . + on I. - _ dp �. t.� r �.�, � t•� SIE+ �G C " •� r Fa. f . r� I Imily IZooln ■oo+� r 7 0 - W I-A.4AAI.. '.,mir,. vAft, �',1•'�� �,t.� ����• .?/)I0, - ___.__ ----.. _ � � -- ' xG ___ ._ � DL 1 , N - - f �� .�. V �. . , XGb , SIGNS. INC. :'i�;�.1zR1av 01•� CQ-11f,-,-1W - � ',' -- _ -_-• _ .w...._....W_.. _ _... ..._.�. 11� - . 4 . FkILA. � t 1C,w t2cx_�;�sT +s I,:,-- r • e. 420 S. 3 RD. STREET { ' .� x �� (Gad _ - (-� - r J �.._ „ ..w_..�, - ' � '� � � ( tPv �`,4 1 �Y ,,,s1 J�1C'KSUIVV1LI�k' • �,+ , I- .. I% tri• GW)� ur P1VA,—fJ1{c>r-3� ."TO Af:l cI•41-T'�- TU PA ... BE C1 , r . .. .. . 'Tr e--rU1Y",cZe_.. racotwl�„� FLORID � , 2250 • � .� : , . � I I . , ,III J, . 7 1 Fy" 11 . � � ,. (] � p rr_� J✓1 FAi C F•1�� rw� \�/L' !C- TIL(944)992.728k . � i i , -3 Iw r 4 trZ._�r__4 I IJ i .-T- U,:�C:'�' E - ...: laaadtdgns(.aot.con) . . #�C4tJ�T a "--=3 , a . , . Living Room �► -------- .._---____.. _-_. _ _-______.___.-___.-__- __ •vin R IT .0 SIII E:'I' GONrI' NT - . . \9 Master Bedroopi x .. - 1- �I, ­01 c-'vr t't'. x 0 C� - New First Floor Plalx F cI ical W . . , L ,I -� ,n ,_.� _ r" �ryp all Section , . . . 41 . . c len - _ # It� x . . - .. N e,� Her close �i closet _ __ _..____ .\ �,,I . ' ' ,� Ir I .,,- - u _, ; w � w a S r: entry _. fi. t-_` - ---..- - --•- __-•-•-- -----_._ e ,t�on 3/. cl __- -- - _ T►+� N . . . _ �., , m u � � � o� X09 / -4 !.V. ." , . ', " . , . I . I I . I I �. - . . . . I . . ,� I . I . I . .I . 4. % - . . . L . . . . � ----� I - . I .. . . . I I . . I I � 1� . ii + . . . i� i S� . . . . S � �t - Fo er . et , �- Liner `� Bar ; , . 2(X y C . G c . . .. , : N U w , _. REVISION,_4 �' moi, to '�,' 4►I . :r,t,l��, _.�:�1v FINAL . C _ _. �� --- -- - DII�ir�� IZoQm . � I rf, RE:LF,ASE DATE �:� I . .. 1. - Master Bath o . , . .1 I *� . G . I . I I . . � I L ' . . I - Game I C K t�1!` � � =j z �O OUrI"1' ' `' ' .q. . '.I I,:!- ►S"f1►JCy 1S�1N6• Ex1L��*a6' . . t11 I it u - .^,+-^.. .•... „ -....-. . , LLJ �:121 �, , . � ���r�t F-r '��v'�N 0 � , I I . `'. ti i.(-'.) I . L I � I . . . . I \\ 0_ -4 . , . ►jam. i fes, I r c ,�- ( r C k' 1: S� Ve � y . V� •� r u, ' tC Wil` T ►a�, 1C,. . . .. __...,,_ - �.,,.,,.,,•,.., . .. 04 J .....,T.,, .w..w,..,„.. .w. _j l ) s - �� .� j I . �. ( , Entry:Porch w Y �r� lr1APY, / it � � . I I .. t I . �. , s i r "Y" t _._ J ter* �. �. First .� • ,� . I I . I 1: _.._ .. _ _ - - - 11411 . - - - I . �..» ,.1, .1 �, w ., r ,� 3.i' .. r+ I " .. , . 1, , . I � �� �, � . � , , I , , I ; In. �� o r . 1 I . • , P I, . I �, I . I.1 . . : I . . . I I �i I . I . . I I . . . . . .. I I I I : I,� , . . I �� 4 1 . �% I I I . I , , . I , I . . . , .. . � ". . I .. I . . I . . r• t1 Sot N G , A",2', ,, �'� .; .. � I , . ,, : , r Y ! I , I . I I . I I . . .� (I I : . � - . . I , . .I i I I I I . ,.. . �� s , - . I . . . I . ., I `� ,. . � - I - , ], I . � . 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I I L . . . . . L . .. I . . . . . I I . . . .. . I I . I . 11 . I '\ . I I " .1 I I - I . ,� . . I . . L I I � I I . , . . � . I I L � " L I 1. I . I I I 1. 0 # I � , . 1� � , I . I , I .. . . . . . . . . , . I . I � . : I i � . I I " I - I . . . . . L . I I . . I � ; . . I . . I L � I . . 1 L " . 00013 ,. . I � . . . . .1 m . . . . .. . . I . L A ■i7� ' ti I . . . . I I ) I . - . . I I . . r . . . I I i y . I . + d , . . I 11 - . . t ' f , , . ; . 420 S. 3 ltll.. 5'1'HL�'1' y CK J�1; . SUNViLLka » A r .. . . . . }� .(� I .1 l )k . . lazudesignsCa aul.cxml; . A . , , - ^ r 1 I ,, i -• , , + ''. , - - Jnr-..r^w,.y, .. . .. ww,.w »�.. . . ' V 1 �,,•F .. ,. ., : +' - - _ .. i . I - - f " �. .� x .Exterior Elev� t R,. [� dlUI�S . f I 1, a - - - w + . t . r- . - r s _.._. I 1. �- y . IXL ..- - - � ._�_... l _ 'Z t d . . ...''.11. } ,. y. - - r , }� �.,..�,,. T��--���i �, •.» �T fit- ".� .,...,.�..r :. a ', - .. ',. _ - - L_ ..� _. ...._ .�....�.��._. ._ _ _w.__.__�_.__ .. r.m__. . �. _..__.. . _ �. + - �I I . . . I I 11 I I . J p I , lr� . - f' . . . ix . __ _ ill a a r .__.. w _ . r ....��._...._._w __ .�,..___ ...�.. f , - - . _-, ,.. ,� A rte' _ .� NAL REr ION �" . -- '_"'__"".Y_ '-ft .- - ,.: --�- ---__. ....... a ., � � . . ._ ..w.� .�...- ., f -_ RELEASE U ._.». a ._.. _.. _.. J L l L -- � _ �,.�.___- M.. .__ -�.,..v . 1 .. a . , ,_...,,..._ �-. �._,.. ..- . I '( .: ' 1^ :-. _ w,,..�w�+.rwT+-+ry_ w,-. .. m ..+7,pq' ....e.w-.q....-w _ - a-.-nn.-. - n�_M V.� .1 I _.,... .« I 11E .- .� 1. ..w w . - - - - - - , ._.,_• k . . _ . �w y I �1 . . . • r I % I . . � I . I L-L��1~F'!1 FZFJ ��� _ rI C-1( p � � �r t `T, Steve �azo , - • .. 1., .. . . . . . . . . t:t �;;i,I S tev e , T L a�c�' , , 0/24 )± -�j , ... I L .1 . '. I . ,.' L, ., .., . . '. 1 . , . ,.. I E: .�: - I f ..� I ,: . .. ..It , . . I I .1 � ..1, . . . . . r I . 1 I . . I e . I . . I . 1, . . . . . . I L 1 1. .1 . ��01- - . .- L"'., I .1 . : . , WestElevation , , , I I . 1 . - % . r__ , . . • - . ; ; . . f .;f f i + . I I ! - . , - i I I . . . . . I I I ." I I . % , . . I L � . , I . � . I � . .�. . . I . I I :L , . . . .". I I . . , I I L I � I . . + � . . � I I . . A I I . I�i . .. . I . y . . 1•L, .. . ... . . . . :.. . .. . , L 11 . . I I .. .. .. ... .. _ _ ___ __ ..._ _ - I .' , u • . T ' - 1: . I C� a f . . . . . . : . _. . t�nt1 i� �lt♦ ,,,l.t I 11 s . .. . i R T n' t }} S 1 , . 1..,, _ 7 .. - ''--_ r - _� _ I . I qv-..7-. ti • �� . I .IP , ", 1. . a r �' 7 a 1 . - . ; 1 : ,, , �, :d , a f �8) 111. I . I / f . I _ , E TFZI C L, N rE .m...._--..._ ._-___ , 11 I G - - . , . , 1 . I . 11 t } i I'" _ _ ... : :,. �eC1rU0lX1 no.� � .. �edr00.I11 I�U.� to s i famrl+artxe w d. 11verify existing , ' / � Contrac r hal ith the drawings an shah v ify sting lite conditions.' ' �f . - kman like manner a „ , „ I I I � , - , , . - . . I . i Entire installation shall be erforn�ed in a first-class wor •ke mann and shall . !S A.N . .' �. . - nfomt to NEC and all f cal codes and ordinances. . ItIIS UUC,E1h1ENf . _� (J + , '' . . r t INS1RlJAtENIUt SFRVIt.I . , T l ! AND IS T}{l? t'ilUi'1 R 1 Y OF ' to or steal cuordtnate of C, ANY U F , w k 1 be d with her i UE.,SIGNS 1N cq+tipleied system shall be fully operat nal all C1 ` F ) I The } AL e Trades in order to avoid interference. I Olt }th.} KUULIC HUNS \ - I , , ... } . 4 1v}IHUU r I IlE lw;{! h1 a3 . ` - - Conduit shall be concealed where possible, where exposed, run in straight lines parallel 1V1ZI r I E ) f . , P p , g p - . , .•- .' . �._ ';, /I' an /o perpendicu,a to building c ction. ;''.,. ,1►I3UVI _.. d . , • 1 . .. r + r' onstrU U t'A.It}1 F,S "� MEN }�Jt)U F ' / IItICI }ll}31I�1.t. , � i 1S S - Conduits installed in areas subject to mechanical damage shall be rigid galvanized, or ��` `� - . . . . intennidiate metat type Minimum conduit size, shall bel/2 dia. trade. . . e CUPYR}Ct},I i 2(1ra2 „ - � �� I )(� , "' '/ ' ,_ . . . . . .. - _. ____ v� - - -''- es shall a as shown on the ra��i shall be � 1. . i ' specification grade itch Y ` Receptacles b the,type d rigs and ' . . C1Uset �' Closet Spec I 4 �t.��N _� - ) ( k.___._ _ __?_. -_. . _ . J ;, , Minimum branch wire size shall bo #12 AWG copper except for control and signal , Garage � �.� 1 , : . l . �, . � r ;iO '� circuits, insulation (interior)shall be the type TIiHN or THW sizes #12 through ( ��r. 4�' I�tfS Scott . {uII•lta1.1 . I t lI io 2 °e rr e1 I . l� i I ugh type - ��` 6 sizes #4 thio SUO KCA11L shall be THIiN or THW at the contractors 'rIV��`f � I� �at1 . �eft�iCt✓ GV. I I � ' 0 . . o tion, All wire or cable installed exterior of''the buildin , shall bet e'rHW or . } tlanttc I3e<icll, 1-la �E// P $ YP . . . ��_ ,}" = �ath`il J . , , . THNVN at the contractors option. /�' I , ✓3 . �� . . _ . , • . 1 . I . . I / ,. � 16- u n e o hall a 94 trade, unless otherwise specified. r I . .. , . . A1ir mu Dull t boxes s b . u s e / ! I . , . _-___.- \ _ _ . "w Croundin shall comply with requirements of local ins e6on authorit A round wire --y- �--- -�--- ' r " . t --- $ p Y 9 P Y S . -'' t --�"' � shall run with eI ery circuit, do not use conduit for grounding system, • - - _ • . i i UA �' l ICS __ D�e . _ , 11 . h �, - All materials used shall be new and bear the u/1 label and be of the approprate nems D. C -P� -- ._�__ _� . �_ -- -- =` ? _ ' Bedroom no.4 standard. Contractors shall include all miscellaneous items required to complete the a ` � YRC�J��C:�I': . _ . ^y ,y . , . _ work, Contractor shall attain and pay far all permits and required inspection fees. r F . ti��. �_ `,, ti Retliodel.11lg aid -) t1 c 1 fn wraundry i'l �I .. - i - Ins a l all auxiliary supporting steel as required for the support o e conduit, fixtureL SeGUII , t I .� �* tr I devices a ui anent etc, All su ortin steel for items above a sus ended shall be fiom IUUT d(�t l )pl] q P PP 8 p ( tU e,YlStl IZe 1 kb , '��""` _____:` - building structure-members only, Provide identification labels for all panel boards, for . � h S dellc;e':. . C I . , . , �l lighting&power, safety switches,tima switches, & other control device�.� 9 • 1 - . . . , 1. � Cl set I . M1 . I I I- . to tr. - r ukcis ` ,• . . • 1 I O . . . _ _ t . , _�, , I . G ~ e� � � it � • 1. . I , _ .- b - • . . /� �' -____ - . , . . _ �---� _ _ ��P - CONSU1� I G ". , • , . 7r)-, �� A ENGINEER: . K/ Cl�risto�l>er Kellie: I I- I f A 11 .1 I . ., �/,/ - 1�� - I I.. � . I , , n ,� . . C onsultin t o u r G ra _ - ! En iileer . -----__.�-. , .__.� . - g R . • Play Area 1 , , � Room C)5ceola �1ve. Y o 40 - _ ! �'' P e r Ro � ��� � . �. _ , . rah. _ . ;' I 1 I Jack otivt e3eacla 1 s 11 Starr . z r - FUr1C1412�5t) taliD (�j ( �' I i . . . _._. _ _ . 1 �4 I- I_ - " I- �_ -1 - L. -4 . I I I I 7 I I I , . Y . % . , 1. o Patio . 1. C vered , . ., i / �. .. - " 6 ' D � �� - . I I I I I . . I � , -j, �- - I L . . � c� �1oaz` E �ctrc �' ari I . . _ MPI . .S; �- �G . . 3 . II I I I .1 ." I. I I IS _c,or -- - -�-I I I . I . .., I I " - . . I I � -_ - . . . I . . . . - .1 . I . . I . '' . . I I . . . 1, . '' , . . -, I � ; I . - I I I I I . .1 .. . 1 � S . .� . . . I// - \ . .- . . - I I .- . . , �.-.�.. ­. I .1 . I I . . ,. I I .I .� �I I . � .1 . . . . . I ,I I .1 � , .; � � , � I. 11 , . . I '. .. I I ., � 11 , ; , . . . 1 : - I I .. I . . I ... � . .1 , . � � , . I I . .. . ! I . . "I - ... . 4 ': � . . . - . 1, 1.* I . . .. I I 1 I . . I I - . . . . 1 $ . UG . I � 1! I I I " I I . . R4 1. y. I I I . I .. . 1 . . � . I 1 . I . I 'I e. . . I . - _. . . .1 .. ., � -, . ; � ,r� 1�� - e�2 1�� Z 1��"� 1� P��I II . r o x ,ex c� I I . I .I I .I Ir�o _ -f "_ ---- L J \ . , % , . . � . . - , � I .."..,....�� . . � I -01 , . 1 1 �t�t�U ) * , , L ec.tricalL -, ,�--� .f-,- I , , t7 . . I Q _. - L . �� Family Room r . __ ____r. ,,� . , . - 1 . t. ,� ( ", -----. .. P 42U S. RU. STREET 1' .. ,. .' . . . . � . .$ . ' ` ,:Wall toggle s�vi cls ,r JACKSONVILLE11 y , .. - _ } .. ) - Y .. I 11 dou le outlet � � (� =�- 1. FLORIDA 3���t1 . �( } �+ 0 . T t?L 1904)992 7181, ;. - I . 11 1 . Va 41 . / _ lazodesiggscaaot corn � I _ , I o tier �/ tiVa11 G.F.I: douk� e u . . • , . . . .. r__.1_.l f 1_lGt t 1 '- • - G� 1�' LIVI Z �'. �' C�UN.IN l . , : �� , 220 volt dedicated outlet � � 'lag I oonl � � �',o � SI ISE I .� � a 1u o . r/ Q r i .� " I , . I ) \ >> = D �,�t,�1 F'vC , New First Flour 1'latl I I I ; .. � . I - 2 - � , - �-_._�-_.,_.� r�. _ - ` Electrical1 . . ', 1.. I 0 Julic.tiou box ( - . . s . . �, 11 . � I I � . . «. 1 . 1 . Kiser • ° ��- . • 1, . I . . I I I 11 - . .. �_,._,,.. _. ___ - Eleciri� Le etld I , . C►eil;ln hicandescec>tt l>t ht U _, --�- - g , , g g ; - �- t�rA9 ti Seco �d l . I loll .. . __ . y � 1 1 F Dor Y.„�. -+ ` ��-� I r !tc �' Pic . 9 _ __ ElcUic Plali 7Wall bracket light fixture r I � . . . • I - ____ i - _ � ��1 a EIectric notes . a----- , , , , - - e-f rEt�- �\T­ 0 V - � . . I . - 1 I Fbi� ��e� . ,. , I . . I - . . . Recessed Cali light Cxture , _ t St r. Pantry , � I I I � � 1 ; 1 " -1 (.11 I L 1 r Zl-»e.t-�`C lG f� AGN . I I � . I I I . . .1 , , 11 �� � J 4. 9 . Walk-in-closet \'�Valk-IIl-close �- , . / , Foyer __ Zi t', . _ ,. u t f� _ . • /Ster - . • o:- --�--o Flo resce>«t 1>1gh xture _ rY • _._ Linen i I -_- r� ( � tB Tv eo y -C - - �. ____o E_L5G-� ►tel1. • g �,xhaust fal;vli lit f Xture . - �. REVISION. , 1. [ :) P, . - f...- � � �.. � ( \ `�- � rl,FINAL��-+ ' 9- ` 'r / ,!l A li�h I�t - . I -•�"-_1� \ _ ` .. _ 1�L��L.,r.0 1 L�L�, ., „ g < �'D > , Dinill Room . , 1. , -rr I I I I I . " .% . L_ I . . . ( j , r. larr m ._ - ; QJ. . . 6 . I I . T . - . �' . �� t~��,wrf Steve Lazo• Motor r-, . . � , r :�k�.l 7---l-, .. � . -.. 1 . �: - x - 1 Game Rooin . . 1 � , . . Steye Lia 1 . . . I I . �) , . 1 . : , ­-�)-:7� 1 . I . . , . ,. I . . ,I . . - . Q � . I :-? . . _ . Ii! I '. li� �. - ' + r Entry Porch �: _k3 r�r{' , , , - . . , . 1 gal- r . . r . 1 , _ , i -_ G l _ _T_ - i fi i - .. I -. 1 . -.t µ, First -F l �t�r:. - I .1 ,'', . . .f . . I . . . t , . , . , , _ . I t . 1 1 . r1.1 � " . G I . I . . . . I I . I . I . I lj . I I I . I W . . r:_,� I . .. � . I.. 1, I I . . I I . I - .1 . 1, I .. . I I : I . - I � . I 11. , �. 4. . I Electriccal r': `t : + i.f° , I, �: �. it . I . . w . - . . , 11 ^ i i � P . a Pu 24'-0" 2"x4" SPF No.2 STUDS @ 16" O.C. REVISIONS BY 1 pc SIMPSON '/2"0 THREADED--ROD CONNECTOR STHD14 ROD 0 48" O.C,, BEYOND EMBEDDED r ___�._ ______.�.�_______________.�.��.______ , STRAP EACH SIDE OF 2"x4" P.T. SYP No.2 SILL PLATE — -._. �. _. ..� . . -.. GARAGE DOOR W/ '/2""x10" ANCHOR BOLT W/ 18"x20" MONOLITHIC CONCRETE FOOTING I — I I OPENING 2"x2"x'/,," PLATE WASHER @ 24" O.C. w/ INTEGRAL BRICK LEDGE AND 3–#5 I CONTINUOUS 1 I l i BRICK VENEER I I S--1 ,�� 4" CONCRETES SLAB ON GRADE I j 4" CONCRETE SLAB ON GRADE REINFORCED 3/4" DEEP SAWCUT w/ SLAB ON GRADE, I I /` W/ WWF 6x6IW1.4xW1.4 OVER I w/ WWF 6x6 W1.4xW1.4 OVER 6 MIL CONT. ELASTOMERIC SEALANT SEE PLAN 6 MIL VAPOR1 BARRIER ON I VAPOR BARRIER ON COMPACTED FILL 0j I I COMPACTED JILL I I Tr OEE ARCH S. EL. --0'-0" I S PLANS I I i I x; -X ,_ ox x._ _. . . X o,� d �° II z I I DRILL 6" AND x---x x x --x i 2 0 I EPDXY 2pcs I I I I #5x2'-6,f TYPICAL S_1 U I I HORIZONTAL. \ NOTE: SAWCUT CONCRETE SLAB WITHIN DOWELS INTO d ! co 4 TO 12 HOURS OF CONCRETE PLACEMENT I I ¢ I I EXISTING CONCRETE FOOTING (TYPICAL 3" CLR 5 2 LOCATIONS) 1'-0" 2-#5 CONTINUOUS Z DRILL 6 AND EPDXY pcs I S51 I:; ,,:I S-1 S-1 1'_6" 6' SAWCUT SLAB. TYPICAL „w #5x2 6 HORIZONTAL DO ELS INTO EXISTING CONCRETE FO TING I:` . '� DRILL 6" AND EPDXY MONOLITHIC CONCRETE FOOTING z z wo (TYPICAL 2 LOCATI )NS) 1-#4x1'-0" HORIZONTAL H w Ld 0 DOWELS © 24" Q.C. Q J z w o Ift I : 1 SECTION 2 SECTIONco on LO 3 l': :. .I S-1 SCALE: 3/4" = 1'--0" S--1 SCALE: 3/4" -- 1'--0" U v � '� o Oma D S-1 www '/2"0 THREADED-ROD 2"x4" SPF No.2 W cn� 0 -- -- — — CONNECTOR ROD STUDS C� 16" O.C. = c� O > FOUNDATION PLAN -- = 1 @ 48" O.C., BEYOND z � o �- ' I ADD 1pc SIMPSON H2,5 CLIP '/s x10 ANCHOR BOLT 1 c SIMPSON CBSQ66–SDS2 N,o 2"POST SYP O 1­ 7) d- Y SCALE: 1/4" = 1'-0" �. . FROM EACH STUD TO PLATE ® 32" O.C. w/ 2"x2"x /8" P v :I WASHER WEDGE EXPANSION EMBEDDED POST BASE zo 7) L,.. �. 2"x4" P.T. SYP ( SAWCUT AND REMOVE -H SAWCUT AND REMOVE 1 –4 No.2 PLATE BOLT MAY BE USED) WIDE STRIP OF EXISTING 1'--4"x1'-4" SECTION I 3 » » EXISTING 4" SLAB ON SAWCUT AND REMOVE 1'-4" WIDE EXISTING 4" SLAB ON SLAB. INSTALL 10 x24 OF EXISTING I CUT–IN CONCRETE FOOTING GRADE, SEE PLAN STRIP OF EXISTING CONCRETE SLAB GRADE, SEE PLAN CONCRETE SLAB S-1 w/ 2–#5 CONTINUOUSq ,p ff t I,�`. I A ,x '4a x px.. d x�---•^ 71x' SAWCUT AND REMOVE EXISTING 8 I ;; ) L 10 1 A . I a PORTION OF EXISTING CMU STEMWALL CONCRETE SLAB OUTSIDE "x20" OF NEW COVERED PORCH OVER 8 � �� �_���� � —_.�- – CONCRETE FOOTING I . a.r 10"x24" CUT–IN CONCRETE FOOTING d ° 2' 0"x2'-0"x12"d w/ 2--#5 CONTINUOUS CUT–IN CONCRETE 2 --0 4 2 –0 x2 –0 FOOTING w/ 3–#5 I, :I EACH WAY EXISTING ICx O CUT—IN FOOTING AT INTERIOR BEARING WALL CUT--IN FOOTING AT 6"x6" POST MONOLITHIC CONCRETE � � THICKENED SLAB L - -� �— � � � _ SECTION 4 SECTION Z w 0 L_ - - ;�, .�_� _ �_iSCALE: 3/4" - SCALE: 3/4„ - 1'-0,f go 1'-4" I 4 1'-0" 24" MIN LAP W/ CONTINUOUS LJ LLj FOOTING REINFORCING z » �, z Sr1 EXISTING 8" --IN 2 -0 x2 0 x12 d �► o I CUT o CMU STEMWALL EXISTING 8 4" CONCRETE SLAB ON � Q W o 1 CONCRETE FOOTING w/ __31 � `� OVER 8x20 w STEM WALL, SEE GRADE w/ 6x6 W1.4xW1,4 3 aC i-- 3-#5 EACH WAY E•-•• CONCRETE FOOTING I (TYPICAL 5 LOCATIONS) FOUNDATION PLAN WWF OVER 6MIL VAPOR z U W Jo �} s �, EXISTING NEW BARRIER, OVER TERMITE Q z ¢ U- Q I Ir. - < t TREATED CLEAN W � 4--—. Z COMPACTED FILL v o rLLi - EXISTING FOOTING 18 x20 MONOLITHIC FOOTING x d" .,...� W a z . ..•'�.�...__�.. ...W__..___._._._-�_. ..�.___...�....� AND STEMWALL SEE FOUNDATION PLAN , [L � DRILL 6" AND EPDXY 2pcs #5x2'--6 DRILL 6" AMD EPDXY co � cn HORIZONTAL DOWELS INTO EXISTING 1–#4x1'-6" HORIZONTAL I I CONCRETE FOOTING DOWEL 24" OC (TYP) 0 Z I NEW MONOLITHIC FOOTING Q ,- „t SAWCUT AND REMOVE 1'-4" EXISTING 4" CONCRETE INTERSECTION W EXISTING NEW SLAB INTERSECTION W/ EXISTING 140-610± 6 2 I WIDE STRIP OF EXISTING /—SLAB ON GRADE ( l I I I SLAB. INSTALL 10"x24" o CUT–IN CONCRETE FOOTING 5 DETAIL 6 SECTION AT S w/ 2–#5 CONTINUOUS 3 , ,► SCALE: NTS 5--1 SCALE. /4 – 1 –O 0 S--1 EXISTING STRUCTURE 1 pc SIMPSON ABU44 POST BASE w/ �/8���x12�� EXISTING 8"x16" -' `I ANCHOR BOLT OR DRILL 10 AND EPDXY /sOx12 4"x4" P.T. SYP MONOLITHIC CONCRETE I : : I I I THREADED STUD. FASTEN w/ 12-16d COMMON WIRE NAILS No.2 POST (TYPICAL) THICKENED SLAB I I I 4" CONCRETE SLAB ON GRADE clrr Oi= REINFORCED w/ 6x6 W1.4/W1.4 4" SLAB ON GRADE, WWF CONCRETE OVER 6 MIL VAPOR JUN 2 9 Mel BARRIER ON COMPACTED FILL I L . - SEE PLAN SLOPE SLOPE i DRILL 6" AND EPDXY 2'-0"x2'-0"x12"d MONOLITHIC o '/2"0x16" THREADED STUD x`� --`'4° o �' -•--° - ' ��. e x x x x x x � INTO EXISTING GARAGE SLAB 4 I (_ o CONCRETE POST FOOTING w/ STEMWALL/EDGE PRIOR TO :° 4 " I I I 3-#5 EACH WAY (TYPICAL NEW CONCRETE OVERPOUR 4 LOCATIONS) (TYPICAL) 8"w x 12"d MONOLITHIC $ "' " DRAWN THICKENED EDGE w/ 1--#5 3" C R » MLC 2 -0x2 -Ox12d OVERPOUR EXISTING GARAGE SLAB ON CONTINUOUS CHECKED MONOLITHIC CONCRETE 1 1 ----- �- 2'–o» POST FOOTING w/ CCK GRADE w/ FIBERMESH REINFORCED 8"w x 12"d MONOLITHIC - � -- - � CONCRETE. INSTALL LEVEL w/ '������ 3–#5 EACH WAY ATE THICKENED EDGE w/ 1–#5 EXISTING CONCRETE SLAB ON GRADE, THICKENED SLAB EDGE 0624/04 CONTINUOUS I � ; ( (1.5 Ibs FIBERMESH/CY) 4 x4" POST FOUNDATION AT ,. ,° SCALE EXISTING ENTRY AT ENTRY PORCH "'"''•� - AS NOTED 4" CONCRETE o FRONT ENTRY PORCH �,+ .tin r� A •"�V , •,. ...��. e JOB NO. 4"x4" P.T. SYP No.2 POST I TYPICAL S_1 S81 S71 ( SLAB ON GRADE ��y ,• ,�,�I CA,�•, •: k E04-058 w 1 c SIMPSON ABU44 POST 20'I 0" SECTION 8 DETAIL ~ '�� / p I I - BASE (TYPICAL 4 LOCATIONS) +I _ � + to�. � SHEET j 5--1 SCALE: 3/4 _ 1 f_0» S-1 SCALE: 3/4" -- 1'-0" C Pc 10 if SHEET 1 OF 7 L T _... ...------- UPLIFT CONNECTOR AT THREADED-ROD UPLIFT REVISIONS BY - SHEARWALL SPECIFICATIONS TOP AND BOTTOM OF CONN CTION SYSTEM EACH STUD, SEE SCHEDUL S- SW-1 INSTALL '/Z" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x4"' SW-1 SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS II I ® 3" ox, EDGES AND 6" o.c. FIELD. INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE '/2"0 NI MBER OF FULL HEIGHT Q ALL---THREAD REACTION ANCHOR ROD AT EACH END OF ;� �I S DS EACH SIDE OF klpc '/2 � ALL-THREAD REACTION ¢ SHEARWALL SEGMENT. G 0 ESC EDUEE PLAN n ANCHOR ROD (TYPICAL) ¢ " SW--2 INSTALL '/Z" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER ;► HEADER, SEE SCHEDUL �t M II INTERIOR FACE OF EXISTING 2"x4" STUDS AND FASTEN WITH 8d Ij AND PLANS II w w " COMMON WIRE NAILS ® 3" o.c. EDGES AND 6" o.c. FIELD. 1 pc SIMPSON STHD14 0 .I o INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. TERNATE HEADER STRAPS Ivi) EMBEDDED STRAP EACH cv ¢ „ »SIDE OF GARAGE DOOR W " INSTALL ONE PIECE SIMPSON HTT22 OR '/z 0 ALL--THREAD ROD I� SEE UPLIFT SCHEDULEL0 = IIREACTION ANCHOR ROD AT EACH END OF SHEARWALL SEGMENT OPENING, SEE DETAIL 2/3-2 ROUGH OPENING • TO EXISTING CONCRETE STEM WALL/FOU NDATION. X ;� SEE ARCH LO SW-3 INSTALL '/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER ' 'd 2"x4" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS I CRIPPLE w Q@ 3 o.c. EDGES AND 6 o.c. FIELD. INSTALL SPF No.2 BLOCKIING II STUDS II m AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 �I OR '/2"0 ALL-THREAD ROD REACTION ANCHOR ROD AT EACH SND 1 `~ ¢ OF SHEARWALL SEGMENT TO EXISTING CONCRETE II Z (f) S-3 Cn � w3: MLL/FOUNDAT .X li w WX Lu w Oam O Q it » '' 'I = Z WO W w u SW-# - INDICATES /2 CDX PLYWOOD SHEARWALL AS PER SCHEDULE FRAMING AND STRAPPINGQwzw UJ N 2 „ 0 - INDICATES ONE PIECE '/2" DIAMETER ALL-THREAD REACTION ANCHOR ROD AT `� < ¢ -, CO ,� o~ „ INTERIOR BEARING WALL X¢o S-4 .X X - INDICATES TWO PIECES SIMPSON CS16 STRAPS U 2 to¢w 3 DETAIL UJ 0 S-6 �- DOMZ _ wi 'drO & - INDICATES ONE PIECE '/x" DIAMETER ALL--THREAD UPLIFT CONNECTOR RODv w 5W-3 SW -3 ¢ Q ® -- INDICATES THE NUMBER OF FULL HEIGHT 2"x4"- STUDS EACH SIDE OF THE S-2 SCALE: NTS = o O2x8 y a 2 FIRST LEVEL SHEARWALL FRAMING PLANz -� DOOR MINIMUM. O/WINDOW OPENING. INSTALL TWO PIECES FULL HEIGHT STUO�S EACH SIDE INTERIOR HEADER SPAN TABLE AND STUDSa- Z � i. P= 0)(n �� ¢ m II NOTES: HEADER BEAM DOOR 2"x4" JACK 2"x4" FULL SCALE: 1/4" = l'-O" °- 1) SEE DETAIL 1/3-2 FOR TYPICAL SHEATING NAILING PATTERNS. MAX OPENING STUDS HEIGHT STUDS o LJ wo II 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS, U 1) ALL INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS SHALL BE CONSTRUCTED N N ¢ "x10" SYP No.2 3'-1" S JV/ DBL 2x4, SYP No.2 TOP PLATE, 2, x4" SPF No.2 STUDS ® 16, O.C., AND 2x4 i� 3) PROVIDE A MINIMUM OF 2 STUD END POST AT SHEARWALLS THE (2)2 1 2 END OF ALL SHEARWALL SEGMENTS. 1 ST LEVEL U P.T. SYP No.2 BOTTOM PLATE, to = 2 ALL HEADER BEAMS SHALL BE SYP No.2 OR 2,0E PARALLAM PSL BEAM AS MANUFACTURED BYN w II 4) SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING 3.5"x16.0" 2.0E 23'-0" 3 - 3 3pcs 2"x4" SPF No.2 cn it » TRUSS JOIST OR EQUAL. .- a• a WALL UNLESS INTERSECTIONS ARE SOLID 2x4 FRAMING FASTENED PARALLAM PSL BEAM S-2 SUPPORT STUDS AT X TOGETHER WITH 10d COMMON WIRE NAILS AT 4" O.C. MINIMUM. ROOF SUPPORT INDICATES INTERIOR BEARING WALL FLOOR BEAM �n (2)2"x8" "FB1" BEARING "� I 0 BOUNDARY OF ROOF SHEATHING 1) TYPICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN OR FLOOR DECKING 2) NUMBER OR JACK STUDS EACH SIDE OF WALL OPENING, 2"x4" SPF No.2, (f) -- INDICATES HEADER BEAM SW-3 If SW--3 N • . . UNLESS NOTED OTHERWISE ON PLAN. Q o 4 N . . . II 3 w o o UPLIFT CONNECTOR AT THREADED-ROD UPLIFT S- N z PLYWOOD EXAMPLE OF CONNECTION SYSTEM �;� �" S-4 - O R TOP AND BOTTOM OF i;I N , 00 ¢ ( PANEL EDGE .-, J`_ TYPICAL X X U- NAIL SPACING EACH STUD, SEE SCHEDUL N _-1I-._ _. „ - -„ _ R ' �` a. w/ BLOCKING O �������-��-" N v) ® AT SUPPORTED U n 3.5 x16.0 2.OE� ^ ! z WHERE REQ'D � W 2 " PARALLAM PSL 02 cn EDGES, SEE BY SCHEDULE II I' N O X0 NOTES OR II 'I --_-� - � (3)2"x10" (3)2"x10" - � (3)2"x10 µ r -(3)2"x10" -w- � SW 5 �) FLOOR BEAM FB1 Q N OR NOTES �, W �� ¢ SCHEDULE . . - . '� II U) - ,,----._ --_-__--- .''" SW 3 V) m . . :. . NUMBER OF FULL [] _...�..._..�.__...�-- �•------ ---_ ---.------- _�.._....,. �L_�_�-__.-.__ law � D 0 I EAC SIDE OF _ - �r_ -_-�.. -__�._ _ ter• $ N - 3.5"x16.0" 2.0E PARALLAM - • • �� " OPE ING PSL FLOOR BEAM "FB R N II , SEE z ` I 2 2 co O EXAMPLE OF a HEADER, I, R �,� ' ' SEE SCHEDUL Q W u S_6 N ,� UNSUPPORTED • • , AND PLANS R II 6"x6" P.T. SYP No.2 POST w/ �' �I II 0 1pc SIMPSON CBSQ66-SDS2 POST Q 3pcs 2"x4" SPF No.2 SUPPORT (UNBLOCKED) XII BASE (TYPICAL 5 LOCATIONS) �� STUDS AT FLOOR BEAM ' PANEL EDGE. UNSUPPORTED PANEL �� TERNATE HEADER STRAPS II PLA OR SCHEDULE vi NII II X -� SEE UPLIFT SCHEDULE II Q w 3pcs 2"x4" SPF No.2 STUDS r- FB2 BEARING EDGE IS TYPICAL �� R CONDITION -� w o AS VERTICAL STRUCTURAL N �� , ROUGH OPENING II MULLS (TYPICAL 2 LOCATIONS) N 3pcs 2x4 SPF No.2 SUPPORT UNLESS BLOCKING IS STUDS, ROOF ;j �... v u- I) STUDS AT ROOF BEAM BEARING REQ D BY SCHEDULE ,I SEE ARCH ADD 3pcs 2x4 SPF No.2 SUPPORT w p I� OR NOTES TRUSSES, RAFTERS, I� �� � (I STUDS AT PORCH HEADER BEAM BEARING KING POST ABOVE OR FLOOR TRUSSES CRIPPLE '' _j C) w NAILING TO INTERMEDIATE II STUDS ,I °W° 1 rr�rr�rr�rr� rarn�rr r�rr�rrr��rrrwrrrr�.. SUPPORT IS 6" O.C. MAX. LION I �� U� r. _ q it Q N • - � 3.5"x9.5" 2.OE - _ `-' 3.5"x11.25 2.oE`� 3,5"x16.0" 2.OE PARALLAM PSL NAILING PATTERN FOR SHEATHING W Q SW-2 PARALLAM PSL SW-2 i SW-2 PARALLAM PSL 5W-2 N ,, ;I �� � 00 I HEADER BEAM HEADER BEAM ON ROOF AND FLOOR UPTURNED ROOF SUPPORT BEAM c^ ;; �� � to IP2 5 it Ll N N 4 i S-6 3pcs 2"x4" SPF No.2 SUPPORT / �I ill z 0 •� •• S-6 STUDS AT ROOF BEAM BEARING 1 DETAIL �; Q j 0 'I� Q 5--2 SCALE: NTS - 4- N ►� X � I FRAMING AND STRAPPING AT V) TYPICAL EXTERIOR WALL OPENING J r474� DETAIL w � KING 0 Q � POST • E11 ,X 1 I I S-2 SCALE: NTS (i IC4j EXISTING STRUCTURE N s-6 cs 2 5 »x4 SPF No.2 0"11. EXTERIOR HEADER SPAN TABLE AND STUDS --� Q 4 • 4 FULL HEIGHT STUDS 0 0HEADER BEAM WINDOW/DOOR 2"x4" JACK 2"x4" FULL S-2 KING S-6 MAX OPENING STUDS HT STUDS TYPICAL POST ° ° ° (2)2"x8" SYP No.2 3'--0" 1 2 �f 16 �� -� -� J• 2pcs 2"x4" SPF No.2 1ST LEVEL N SUPPORT 3 SW-3 JACK STUDS AT HEADER 00 (2)2 x10 SYP No.2 4'-0" 1 3 POST S- 5 BEAM BEARING ;, 1 ST LEVEL cn 5 SIMILAR 5--6 (2)2"x12" SYP No.2 6'--0" 2 3 N 1 ST LEVEL S-6 r� °X° 3.5"x9.5" 2.0E 8'--0>, 2 4 PARALLAM PSL BEAM ! N 1 ST LEVEL 1 pc '/2"� ALL THREAD REACTION ; N DRAWN `j (2)2"x12" 3.5"x11.25" 2.0E 13'-0" 2 5 MLC ANCHOR ROD (TYPICAL) ��---, '' ° PARALLAM PSL BEAM CHECKED Q • (2)21px8» (2)2»x8» (2)2»x8„ ��/ "' r • 1ST LEVEL CCK N • __ �. _ _ _ �� , I ': `�� 3.5 x9.5 2.0E 5 --0 2 3 ATE Rx U2 - (2 (�2 20 Q �� '•.' 'r"' PARALLAM PSL BEAM 0624/04 N GARAGE SCALE �• ;;o � �� `j 3.5"x11.25" 2.0E 9'_0„ 2 5 ,�•` �+��' ��•,,• AS NOTED �-'----- "'T--- "' - - w cv PARALLAM PSL BEAM wUd � s�,, JOB No. „ II N � 00 STH D �{- GARAGE �. r.� ` i e E04-058 0 6x6 P.T. SYP No.2 POST w/ ,,.. :�• n. - n ' �.� EMBEDDED STRAP EACH SIDE �• 39 4"x4" P.T. SYP No.2 POST " 1pc SIMPSON ABU66 POST II`J � ''' OF GARAGE DOOR OPENING (2)2 x8 SYP No.2 3 -0 1 2.; � c =. Fr,t SHEET ,. / p N BASE (TYPICAL 2 LOCATIONS) „ : , :• s w 1 c SIMPSON ABU44 POST ��^ „ N 2ND,�LEV,EL (2)2 x10 SYP No.2 4 -p 1 3 BASE (TYPICAL 4 LOCATIONS) �__.-_..._,....� •I SW-2 (2)2�•x SW-2 _ (2)2'�'xg" SW-2 r2 DETAIL 2ND LEVEL �•• ,. ' , - �-�- - � - • ____ �� ���• � ����� + � � 1) TYPICAL HE SYP No.2 UNLESS NOTED OTHERWISE ON PLAN '' (2)2"x10" (2)2"x10" (2)2"x10„ ~(3)2"x10" 0 Q2 0 2Q � S-2 SCALE: NTS » » `' e' �..;�,,,,, 2) NUMBER OR JACK STUDS EACH SIDE OF WALL OPENING, 2x4 SPF, No; UPPER UNLESS NOTED OTHERWISE ON PLAN. SHEET 2 of 7 ce SHEARWALL SPECIFICATIONS '/Z" CDX PLYWOOD ROOF SHEATHING. FASTEN TO REVISIONS BY TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. SW-1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x4" EDGES AND 6" O.C. FIELD. SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 2 2 SW_1 2 SW-1 ® 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF No.2 BLOCKING O O O 2U 12 PRE--ENGINEERED WOOD AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE '/2 =-= ==-= ROOF TRUSSES 24" OC, ALL-THREAD REACTION ANCHOR ROD AT EACH END OF (2)2"x10" (2)2"x10" �j 6 DESIGNED BY OTHERS SHEARWALL SEGMENT. (A X tin FASTEN TRUSS TO DOUBLE TOP PLATE w/ SW--2 INSTALL '/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER X 2pcs 12d COMMON TOE NAILS EACH SIDE INTERIOR FACE OF EXISTING 2"x4" STUDS AND FASTEN WITH 8d Q 2 Q AND THE SPECIFIED HURRICANE CLIPS AS COMMON WIRE NAILS ® 3" o.c. EDGES AND 6" o.c. FIELD. �� o o ; PER THE UPLIFT CONNECTOR SCHEDULE 11 X x 11 INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. II - c•! II " ' " PLATE WASHER AND HEX NUT INSTALL ONE PIECE SIMPSON HTT22 OR '/2"0 ALL—THREAD ROD N 1;1 3x3x /4 REACTION ANCHOR ROD AT EACH END OF SHEARWALL SEGMENT '' " '' _ TOP PLATE EL. +180-43/41tTO EXISTING CONCRETE STEM WALL/FOU NDATION. Q O SEE ARCH PLANS SW-3 INSTALL '/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER /8 GYPSUM I 2"x4" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS DRYWALL CEILING 0 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF No.2 BLOCKING BRACE BOTTOM CHORDS OF AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 I PRE--ENGINEERED ROOF TRUSSES I (2)2"x4" SYP No.2 TOP PLATE, OR '/2"0 ALL-THREAD ROD REACTION ANCHOR ROD AT EACH END 1 W/ 2"x4" SYP No.2 LATERAL SPLICE TOGETHER w/ 2 ROWS 10d OF SHEARWALL SEGMENT TO EXISTING CONCRETE S-3 BRACES C� 48" O.C. FASTEN W/ COMMON WIRE NAILS ® 16" 0.C• U STEM WALL/FOU N DATION. ,_ 2pcs 12d COMMON WIRE NAILS AT i 2 V) I EACH TRUSS INTERSTECTION '/2" CDX PLYWOOD WALL SHEATHING w FASTENED w/ 8d COMMON WIRE NAILS = INDICATES '/z" CDX PLYWOOD SHEARWALL AS PER SCHEDULE � '/2" THREADED-ROD CONNECTION ? ® 3" OC EDGE AND 6" OC FIELD F_ w j o • INDICATES ONE PIECE '/x" DIAMETER ALL-THREAD REACTION ANCHOR ROD o SYSTEM AS PER STRUCTURAL (FOR NAILING AT SHEARWALLS, Q z u.. o I SCHEDULE ON SHEET S-6 ; SEE SCHEDULE. FOR LOCATION ¢ � =oo INDICATES TWO PIECES SIMPSON CS16 STRAPS a OF SHEARWALLS, SEE FLOOR PLANS) ¢ U INDICATES ONE PIECE '/2" DIAMETER ALL-THREAD UPLIFT CONNECTOR ROD I 2"x4" SPF #2 STUDS U _j m o _ C� 16" OC w � �Jw INDICATES THE NUMBER OF FULL HEIGHT 2"x4" STUDS EACH SIDE OF THE 3/4' STURDI FLOOR SUB FLOOR PLYWOOD I o _ CL DOOR/WINDOW OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH SIDE Q SH ATHING. GLUE AND FASTEN TO WOOD _ _ Z MINIMUM. 4 RUSSES W/ 10d COMMON WIRE NAILS F o 0 Y. 1N0TES: OD SEE DETAIL 1/S-2 FOR TYPICAL SHEATING NAILING PATTERNS. N S-2 Q 4" O.C. EDGE AND 6" O.C. FIELD O `� 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. 4 TYPICAL �;� 16" PRE-ENGINEERED SYSTEM 42 o 3) PROVIDE A MINIMUM OF A 2 STUD END POST AT SHEARWALLS THE Q ^ lil WOO FLOOR TRUSSES 0 16" O.C. 2x4 SYP #2 PLATE U END OF ALL SHEARWALL SEGMENTS. cv 11 SEE FLOOR FRAMING PLAN 4) SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING O " '.' I WALL UNLESS INTERSECTIONS ARE SOLID 2"x4" FRAMING FASTENED co FIN FLOOR EL. +90-43/40* TOGETHER WITH 10d COMMON WIRE NAILS AT 4" O.C. MINIMUM. i'i N 3 _ SEE ARCH PLANS C14 r�l� SECOND LEVEL SHEARWALL FRAMING PLAN o s-4 BELOW I (2)2"x4" SYP No.2 TOP PLATE, SPLICE TOGETHER w/ 2 ROWS 10d SCALE: 1/4 - l'-O" '- � _ _ _�w _�_ �______�� _. d COMMON WIRE NAILS ® 16" O.C. Z 0 1) ALL INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS SHALL BE CONSTRUCTED w/ DBL 2"x4" SYP No.2 4 I TOP PLATE, 2"x4" SPF No.2 STUDS 0 16" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, EXISTING BRICK VENEER 2) ALL ROOF HEADER BEAMS SHALL BE SYP No.2 OR BETTER. � `2"x6" 3 2"x4" SYP No.2 INDICATES INTERIOR BEARING WALL 0 0 R N , o CONTINUOUS BOTTOM ; ADD '/Z" CDX PLYWOOD INTERIOR 00 X ,� ¢ HORD LATERAL BRACING WALL SHEATHING FASTENED w W _- INDICATES HEADER BEAM ; N 4 0 48" O.C. FASTEN TO 8d COMMON WIRE NAILS / Q m EACH FLOOR TRUSS w/ W q Z ® 3" O.C. EDGE AND 04 2 x6 0 2- 2d COMMON WIRE NAILS o0 fi„ O.C. FIELD (SEE FLOOR Q 0 (2)2x10 J '/2"0 THREADED—ROD CONNECTION R PLANS FOR LOCATIONS OF M a. o SYSTEM AS PER ' STRUCTURAL SHEARWALLS) SW-4 2 2 SW-4 LnSCHEDULE ON SHEET S--6 Q 2"x4” SPF #2 STUDS w @ 16" OC EXISTING 2"x4" P.T. SILL PLATE. I ADD 1pc SIMPSON H2.5 I DRILL 8" AND EPDXY '/2" x10" J w V 0 — I CLIP FROM STUDS TO THREADED STUD ® 24" O.C. w/ f SILL PLATE O 16" O.C. ; 2"x2"xV," PLATE WASHER ,,Uj o I (LOCATE BETWEEN THREADED EXISTING 4" CONCRETE ROD CONNECTIONS) J W SLAB ON GRADE FIN FLOOR EL. +0'--0" Q w m �- - — x X x " EE ARCH PLANS EXISTING 8" CMU ! W STEM WALL a = Q G ' • ° 4 .• EXISTING CONCRETE ° FOUNDATION TWO—STORY WALL SECTION L j J 1 WALL SECTION , TYPICAL w = S-3 SCALE: 3/4" = 1'-•-0" J EXISTING STRUCTURE � S-3 TYPICAL 0 12 '/2" CDX PLYWOOD ROOF SHEATHING. FASTEN w/ 8d COMMON WIRE NAILS Q 4" O.C.EDGE AND 6" O.C. FIELD. 0 2"x10"' SYP No.2 OVERFRAMING RAFTERS ® 24" O.C. , W SEE ROOF FRAMING PLAN, FASTEN TO EXISTING RAFTER w Ir47 w/ 8--12d COMMON WIRE NAILS. FASTEN TO EXISTING 5--7 TYPICAL DBL 2"x4" TOP PLATE W/ 3pcs 12d COMMON WIRE TOE—NAILS. ADD 2pcs SIMPSON MT312 TWISTED STRAPS FROM NEW/EXISTING RAFTER TO EXISTING DOUBLE 2"x4" TOP PLATE. -- QF2AWN CUT BACK AND REMOVE MLC EXISTING RAFTER TAIL CHECKED FLUSH w/ EXISTING CCK WALL FRAMING. ArE EXISTING—/ EXISTING (2)2"x4" 0624/04 CEILING JOIST SYP NO.2 TOP PLATE SCALE NEW FASCIA AND AS NOTED EXISTING WALL MAX. SOFFIT AS PER JOB NO. FRAMING ARCHITECTURALS ;v���E�� .v:,.�.� E04-058 ti . \'t��,��' • SHEET OVERFRAMING RAFTER BEARING 2 S-3 DETAIL TYPICAL 2 vI f. 1* s 3 - � .._.w..-. .____. .�..., ._.. ._..._-. �-3 SCALE: 3/4" = l'—O" �;/r,.%,n • /, . ' •o s-,� r, f�3 S1��• SHEET 3 OF 7 r _ STURDI—FLOOR SUB FLOOR REVISIONS BY PLYWOOD SHEATHING. GLUE AND — FASTEN TO WOOD TRUSSES W/ 10d COMMON WIRE NAILS @ 4" O.C. 1 ROW 10d COMMON WIRE EDGE ASID 6" O.C. FIELD NAILS @ 4" O.C. c� d- 16" DEEP SYSTEM 42 PRE—EINGINEERED C5 FLOOR TRUSS @ 16" O.C. CO 1 pc SIMPSON THA422 ADJUSTABLE PARA LAM PSL FLOOR TRUSS HANGER. FASTEN w/ 20-16d COMMON WIRE NAILS BEAM "FB1" 1 s-3 SECTION AT INTERIOR FLOOR BEAM FLOOR SYSTEM DESIGN LOADS: � 1 SECTION z cn FLOOR DEAD LOAD = 20psf FLOOR LIVE LOAD = 40psfS-4 SCALE: 3/4" = 1'-0" w ¢ Lli z a w '/4" STURDI—FLOOR SUB ~ WZ)UJ- FLOOR PLYWOOD SHEATHING. Q w z o LLIN WL" 2 GLUE AND FASTEN TO WOOD 2 ROWS 10d COMMON Y ¢3f00 TRUSSES W/ 10d COMMON WIRE NAILS @ 4" O.C. ¢ z WIRE NAILS @ 4" O.C. U v �m o 2 2x4 SYP NO.2 o z SECOND LEVEL FLOOR FRAMING PLAN i 2 x8 EDGE AND 6 FIELD TOP PLATE w V) Lo J SCALE: 1/4" = 1 0o> „ „ d. z cfl o 5_. 3pcs 2x4 SPF No.2 SUPPORT _ (D J 24.)cn 1) ALL INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS SHALL BE CONSTRUCTED STUDS AT FLOOR BEAM W/ DBL 2x4 SYP No.2 TOP PLATE, 2x4 SPF No.2 STUDS @ 16 O.C., AND 2x4 FB1 BEARING z -, P.T. SYP No.2 BOTTOM PLATE, V) I U 2) ALL FLOOR HEADER BEAMS SHALL BE SYP No.2 OR BETTER. 3) ALL FLOOR BEAMS 'FB' SHALL BE 2.OE PARALLAM PSL BEAMS AS MANUFACTURED BY `9 U TRUSS JOIST OR EQUAL. 3 -4 16" SYSTEM 42 PREENGiNEERED INDICATES INTERIOR BEARING WALL1.01 FLOOR TRUSS @ 16" O.C. 1pc SIMPSON THA422 -- PER SHEARWALL SCHEDULE AND INTERIOR SHEARWALL SHEATHING -- INDICATES HEADER BEAM ADJUSTABLE TRUSS �� 3.5"x16.0" 2.0E PARALLBALLOON FRAME INTERIORAM �► >� HANGER FLOOR BEAM "FB1" SHEARWALL w/ 2x4 SPF �� NO.2 SECTION 2/S-6 STUDS @ 16" O.C. 1 N F INTERIOR SHEARWALL TO UNDERSIDE OF FLOOR DECK S-4 S S rK 2 SECTI ON 1p IMPSON HGUS41 ACE S--4 SCALE: 3/4" = 1'-0" z UNT HANGER. SEE DE L 5/S--4 xxxx 3.5"x16.0" 2.0E PARALLAM /4 STURDI-FLOOR SUB Q PSL FLOOR BEAM "FB2" FLOOR PLYWOOD SHEATHING. C, 0 GLUE AND FASTEN TO WOOD 2 ROWS 10d COMMON LLJ TRUSSES W/ 10d COMMON WIRE NAILS @ 4" O.C. (f) 3p 2"x4" SPF No.2 SUPPORT I WIRE NAILS @ 4" O.C. W STUD AT FLOOR BE-AM 2 2x4 SYP N0.2 EDGE AND 6 O.C. FIELD � ) "FB2" RINGS =� TOP PLATE 0 Qw w o :�:: o d- w 9 W ¢ INTERIOR SHEARWALL SHEATHING Q � ¢ PER SHEARWALL SCHEDULE AND Go SECTION 2/S-6 (n X U 16 SYSTEM 42 PREENGINEERED W ¢ z FLOOR TRUSS @ 16" O.C. cy 00 ¢ Z BALLOON FRAME INTERIOR ¢ SHEARWALL w/ 2"x4" SPF NO.2 Lz STUDS @ 16" O.C. '2 Q INTERIOR SHEARWALL TO UNDERSIDE OF Q = FLOOR DECK ADJOINING STAIR AREA —j � J EXISTING STRUCTURE 1 pc SIMPSON HGUS414 FACE MOUNT HANGER 3 SECTION w/ 22-16d COMMON WIRE NAILS INTO FLOORS-4 SCALE: 3/4" = 1'-0" BEAM "FB1" AND 30-16d COMMON WIRE NAILS 0 INTO FLOOR BEAM "FB2" 16" DEEP SYSTEM 42 PRE-ENGINEERED 3.5"x16.0" 2.0E FLOOR TRUSSES @ 16" O.C. V..' PARALLAM PSL FLOOR BEAM "FB2" 00 Co o 00 Oo DBL 2"x4" SYP No.2 PLATE 1pc SIMPSON MTS12 _ 3.5"x16.0" 2.0E TWISTED STRAP FROM EACH FLOOR TRUSS TODRAWN PARALLAM PSL SUPPORT (*�_ MLC ---- FLOOR BEAM "FB1" 2"x4" SPF No.2 CHECKED H GU S414 HANGER AT BEAM "FB1 " STUDS @ 16" O.C. CCK ' ATE INTERSECTION w BEAM FB2 ' SECTION AT INTERIOR BEARING WALL o6 24/ 04 SCALE SECTION DETAIL AS NOTED C JOB NO. S-4 NTSS�-4 SCALE: ''/4" — 1'.--0" E04-058 �1 � n � ISH EET t kr .; A , SHEET 4 OF 7 REVISIONS BY 2"x10" SYP NO.2 RAFTER, v _ _ _ 2"x10" SYP No.2 CORNER HIP SEE ROOF FRAMING PLAN m -- ----- „ --- - - ----- ----� - �� �--- ----� 2 x12 SYP No.2 RIDGE BEAM RAFTER OR (2)2 x12 SYP No.2 w VALLEY RAFTER. 2"x4" SYP NO.2 1 pc SIMPSON MTS12 FROM STRONG BACK o RAFTER TO STUD BELOW I 2"x4" SPF N0.2 STUDS n I� 4pcs SIMPSON MSTA24 3pcs SIMPSON MSTA24 0 24" O.C. ALIGNED STRAPS, SEE UPLIFT STRAPS, SEE UPLIFT W/ RAFTER ABOVE GIRDER TRUSS CONNECTOR SCHEDULE CONNECTOR SCHEDULE 1pc SIMPSON MTS20 FROM BEARING WALL STUD 70 FASTEN GIRDS TRUSS AS PER DETA 3pcs 2"x4" SPF No,2 STUDS 4pcs SIMPSON MSTA24 2pcs 2"x4" SPF No.2 STUDS 3pcs SIMPSON MSTA24 FRAMING BELOW 1/S-7 (TYPICAL LOCATIONS) AT RIDGE BEAM BEARING STRAPS, SEE UPLIFT AT HIP RAFTER/VALLEY RAFTER STRAPS, SEE UPLIFT CEILING JOIST, CONNECTOR SCHEDULE BEARING CONNECTOR SCHEDULE SEE PLA U MATCHING STRAP BELOW MATCHING STRAP BELOW o ______ _ - ___w _______ ______ - - BEND STRAP ABOVE 70 CREATE A CONTINUOUS BEND STRAP ABOVE TO CREATE A CONTINUOUS BEARING d- STUDS AS NEEDED LOAD PATH TO FOUNDATION STUDS AS NEEDED LOAD PATH TO FOUNDATION WALL N U � z � n I w PONY WALL AT RAFTER � �w � 13 II _ � 6 DETAIL o , Y ~ Wz_ o 0 i I I 1pc SIMPSON HTT22 3pcs 2"x4" SPF No.2 STUDS 1pc SIMPSON HTT16 2pcs 2"x4" SPF No.2 STUDS Q a w N S-5 SCALE: 3/4" -= 1'-0" AT SILL TO CREATE AT RIDGE BEAM BEARING AT SILL TO CREATE AT HIP RAFTER/VALLEY RAFTER ¢ (00 D o I i CONTINUOUS LOAD CONTINUOUS LOAD BEARING Oo I PATH TO FOUNDATION ; PATH TO FOUNDATION ; U _3 m o ' D O z o I WU) (nJo- Lu w I OVERFRAME w/ = C) 05: z ROOF FRAMING PLAN ?Ld 4 �i 2"x T SYP 24" SILL PLATE AT EXISTING/NEW SILL PLATE AT EXISTING/NEW O �o w �' S-5 RAFTERS C9� 24 O.C. F-- m 0 z I FOUNDATION SLAB FOUNDATION SLAB cn SCALE: 1/4" = 1'-0" ' o -� 1) ALL INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS SHALL BE CONSTRUCTED I I = U W/ DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS Q 16" O.C., AND 2"x4" 5 „ „ " U P.T. SYP No.2 BOTTOM PLATE, CL /e 0x12 ANCHOR BOLT, V. x12 ANCHOR BOLT, 2) ALL FLOOR HEADER BEAMS SHALL BE SYP No.2 OR BETTER. OR DRILL 10 AND EPDXY OR DRILL 10 AND EPDXY !, 5/e" x12" THREADED STUD 5/s" x12" THREADED STUD INDICATES INTERIOR BEARING WALL ; ,.. : : INDICATES 7/g" OSB FASTEN GIRDER USS AS PER DE IL INTO CONCRETE FOUNDATION INTO CONCRETE FOUNDATION ' CEILING DIAPHRAGM 1/S-7 (TYPIC 4 LOCATIONS) STRAP ANCHOR FROM RIDGE BEAM STRAP ANCHOR FROM HIP RAFTERZVALLEY RAFTER �- INDICATES HEADER BEAM KING POST TO FOUNDATION SUPPORT POST TO FOUNDATION i GIRDER TRUSS Y I 1 DETAIL DETAIL ,0::2 ANTE ,S `.�' 4",rfl C.."V!l yr y (D • 1 S-5 SCALE: NTS S-5 SCALE: NTS V) 2':7c8�'.'t YP''N .2"C �ILI.Np, OkS3 LLJ .,. .,.• :�. :Q: � .��.�.._ _�...._ ._._.. .�..._ __ _ 2x12 SYP No.2 RIDGE BEAM STA 05B. B 'CSI i a f?HR �._._. 0 ;• /1"s' S R lVi ,l I y. �`� I SIMPSON A35 HURRICANE .tAR, .,QRS f-A N y %;§d C�QMNON .,. :; ;•`. _ 2x8 SYP No.2 Q 0 •AILS• .6>�' .. .': Q�. S. -ANP� RIDGE BEAM CLIP, SEE UPLIFT ;•: ' . CONNECTOR SCHEDULE W .. .�-.'• ` ' • ' 4':• •FEEL • .. ' . .r ' . •,•y .Y . a• , �� � N r J , ¢ o SIMPSON MSTA24 >.' ..• 4pcs SIMP 0 W 2 x6 SYP No.2 OVERFRAMING m STRAPS SEE UPLIFT y • h „ •'1 • , "•'t R.. 'l ••ti y 2• RAFTERS 0 24 0.C. SEE ROOF `. L N N . ti ' „ f .. . '�. .• • •4•' : � :y ' w CONNECTOR SCHEDULE c� >. FRAMING P LAN. D i �• f' . ; • w. - ;2'x1 'SY Na, RAF QRS 24 Q.C: _ a Y . :y•. ,. Z ~ AT `�. .- 2pcs 2x4 SPF No.2 STUDS 4 cs SIMPSON MSTA24 Q U o RAF• �P,:a3 ARiN tom, AT RIDGE BEAM BEARING STRAPS, SEE UPLIFT � N Q o o a e U o o CONNECTOR SCHEDULE "- FrNo 2 STUDS U , x Q 0 � 2 cs 2 4 S KING OST SEE < 2'°x6" SYP No.2 COLLAR TIES w/ m w A POS . SE DET IL 2/ --5 SI ILAR DETAIL 1 S-5 SIMILAR i MATCHING STRAP BELOW Y ca U�-- 6 6 8-12d COMMON WIRE NAILS EACH END, � It Q UPTx1 .0" 2.0E PARALLAM SL SEE ROOF FRAMING PLAN BEND STRAP OVER TO CREATE A CONTINUOUS a' w z 3 S-5 S-5 ,,+� UPTUR ED ROOF SUPPORT B AM = NOTE: COLLAR TIE TO BE LOCATED BEAM AS NEEDED LOAD PATH TO FOUNDATION CO o S-5 NO HIGHER THAN 2/3 THE TOTAL 0 cQ X SI ILAR �, 0 HEIGHT OF THE RAFTER N o RAFTER N m z BEARING Q 11 2 x12" IDGE BEA v COLLAR TIE AT OVERFRAMING U- \1 2 " D ETAIL 1pc SIMPSON HTT16 � �+ � 3 AT SILL 70 CREATE EACH SDE OF HEADER STRAPS S-5 SCALE: NTS CONTINUOUS LOAD 0 X PATH TO 8 CMU WALL CREATE A CONTINUOUS LOAD y%o U PATH TO TYPICAL EACHSIE FOUNDATION SLAB 0 N 3p s 2" 4" S F No. STU S 2" 6" 5 P N 2 CD LAR IES 24" O.C. m AS KING POS SEE DETAI 1/S 5 2 OVERFRAME W/ 2"x6" SYP ( ) o No.2 RAFTERS ® 24 OC, „ 3pcs 2"x4" SPF N S-3 TYPIC L W/ 2"x6" SYP No.2 COLLAR 2pcs 2x4 SPF No.2 STUDS No.2 STUD AS /Z CDX PLYWOOD TIES W/ 8pcs-12d COMMON AT HEADER BEAM BEARING 2 cs 2" 4" S F No 2 ST DS KING POST. SEE cn ROOF SHEATHING „ DE AIL 1/(S-5 WIRE NAILS EACH END ® 24 OC. SILL PLATE AT A POS SE DET IL 2/3-5 KIN POST, SE ¢ 1 ROW 8d 2x8 SYP No.2 LIEDGER, EXISTING/NEW .� COMMON NAILS FASTEN LEDGER TO ROOF FOUNDATION DETAIL 1/'S-5, SIMILAR w N @ 3" OC THRU PLYWOOD DECK W/ SLAB I 2-#10x3 /4" DECK ,� r ��Q SIMILAR S-5 J I I ��, SU PQR7 POS ,+�`L S47 ATREWS EACHWEXISTING •TR SS ERS DRILL 10" AND EPDXY r+� +�� I I I L INTERSECTION STUD INTO EXISTING TYPICAL 5/a Ox12 THREADED ry SURPORT POST o EXISTING LOWER 1 pc SIMPSON H2.5 I SLAB BELOW DRAWN I I I �,•• PRE-ENGINEERED ROOF W/ 10-8d COMMON WARE MLC . • • • • 1 .d � ' •• � I 2"x6" SYP ry TRUSS OR EXISTING NQ,, NAILS FROM RAFTER TO ' LOWER ROOF RAFTERS STRAP ANCHOR F ti ;ti No.2 COLLAR LEDGER FROM KING POST CHECKED TIES 0 24 Q.C. TO EXISTING SLAB OW ' LEDGER DETAIL AT OVERFRAMING RAFTER BEL ATE • ,•,,. . . • ' • :.y . : • :y ,. °... .. 0624/04 :CEILIN' IA1?, 'G�iI+;T0: `' DBL 2"x10" RAFTER BL 2"x10" RAFTER +-FIS IVT,•' 'y•RCH ::I=A M6 _ 4 DETAIL 5 DETAIL SCALE E:1�i�1 AS NOTED `y `•. ,6'ti ir .'` IED J ` •may; �1, r''• 5--5 SCALE: 3/4" - 1'-0" S-5 SCALE: NTS JOB N0. �•' ;: ''•4•' ',y..Y \ .. . ' :';,.,,' •, .. +(ry• ,.. ?, , y, yy,�'�' �•''IrI.J.,' h E04-058 i 2 ti;y r r r SHEET N-N TYPICAL : „ A 2 x8 SYP No.2 RAFTERS ® 24 O.C. w/ FRAME UPPER ENTRY ROOF w/ 2"x6" SYP No.2 RAFTERS @ 24" Q.C. 2"x6" SYP No.2 CEILING JOISTS ® 24" O.C. AND 2"x6" SYP No.2 CEILING JOISTS @ 24" O.C. • • Ilrl//1••,,yr , i l REVISIONS BY THREADED ROD CONNECTION SYSTEM '/Z" CDX PLYWOOD ROOF SHEATHING 12 FASTEN W/ 8d COMMON WIRE NAILS The contractor shall utilize the all-thread connection system as specified as follows: Shearwall All--Thread Connection System @ 4" O.C. EDGE AND 6" O.C. FIELD THREADED ROD ANCHORING 6 SYSTEM FROM ABOVE, Uplift connectors from the various conventional roof framing, conventional The shearwall all-thread uplift connection (SWATC) system. is composed of one '/Z" 2"x1Q" SYP No.2 RAFTER @ 24" O.C. overfroming, pre--engineered roof truss framing, front porch framing, and rear porch diameter 36 ksi all-thread rod that runs the full vertical height of the wall, CONVENTIONAL ROOF FRAMING, SEE framing, shall be installed in accordance with the Uplift Connector Schedule. penetrating both the top and bottom plates, and grouted with Simpson Strong-Tie ROOF FRAMING PLAN All-Thread Uplift Connection System High Strength Epoxy into the slab with 10" embedment, Use a 9/16" drill bit, for SECURE TO BEAM W/ plate and concrete holes. The cast in place '/z" diameter x 10" anchor bolts FASTEN RAFTER TO TOP PLATE w/ 3pcs 12d 1 „ specified on structural sheet S-3, shearwall specifications, may be utilized in lieu of COMMON TOE NAILS EACH SIDE AND THE SPECIFIED 1pc SIMPSON HTT16 The all-thread uplift connection system (ATUC) is composed of one / diameter the drilled and epoxied threaded stud at the concrete slab.. The top end of the W 18--16d COMMON WIRE 36 ksi all-thread rod that runs the full vertical height of the wall, penetrating both 1 HURRICANE CLIPS AS PER THE UPLIFT CONNECTOR SCHEDULE / the top and bottom plates, and grouted with Simpson Strong-Tie High Strength SWATC is bound to the top plate with a 3 square, / thick washer and a nut. NAILS FOR /2 0 THREADED The bottom plate is bound to the slab with a 1-'/z" round, 1/8" thick washer and » > Epoxy into Lhe slab with 10 embedment. Use a 9/16 drill bit for plate and 3 x3 x /4 PLATE WASHER ROD. 1 „ nut. The all-thread may be spliced with a coupler threaded onto the all--thread a • AND HEX NUT t concrete holes. The cast in place 36 diameter x 10 anchor bolts specified on 3 „ • III minimum distance of /4 at each end of the coupler. The coupler shall be rated . • structural sheet 5--3, section 1/5--3, may be utilized in lieu of the drilled and TOP PLATE EL.+B -0 t III for allowable tension of 3,200 pounds under wind loading. The locations of SWATC III epoxied threaded stud gat the concrete slab. The top end of the ATUC is bound to within the above referenced structure shall be as follows: SEE ARCH PLANS i� the top plate with a 3 square, % thick washer and a nut. The bottom plate is GYPSUM DRYWALL CEILING ; III bound to the slab with a 1 W round, 1/8" thick washer and nut. The all-thread Shearwall Ends 1pc within 3" of end studs t It may be spliced with a coupler threaded onto the all-thread a minimum distance of CEILING JOIST @ 24" Q.C. w/ 3/4" at each end of the coupler. The coupler shall be rated for allowable tension of 8--12d COMMON WIRE NAILS EACH 9 ,%�� III p p Miscellaneous U 3,200 pounds under wind loading. The locations of ATUC within the above v� END INTO RAFTERS. SEE % AD ED '/2" CDX PLYWOOD WALL referenced structure shall be as follows: The installed 1�" diameter anchor bolts that are not utilized by the all-thread W ROOF FRAMING PLAN SH ATHING FASTENED w/ WOOD FLOOR BEAM f f connection system shall receive a 2"x2"x1/8" plate washer and hex nut at the �j z o 8d COMMON WIRE NAILS OR HEADER BEAM Typical Wall Section 48 o.c, max bottom plate. _ EXISTING (2)2"x4" SYP No.2 OC EDGE AND 6 OC h_ z w o 70P PLATE. SPLICE TOGETHER FIELD FOR FASTENING Minimum Quantity of ATUC Between Corners w z U_ o ff ( y Maintain a minimum edge distance of 2 from the outside edge of the embedded Q w/ 2 ROWS 10d COMMON WIRE AT SHEARWALLS, SEE 2 PCs Along Straight Run of Continuous Bearing Wall ¢ 7 = �' THREADED ROD TO FLOOR BEAM all—thread rod to the outside face of the 8 cmu stemwall, X ¢ v NAILS @ 16 O.C. ��� SCHEDULE. FOR LOCATIONS �R a Q1= SHEARWALLS, SEE FLOOR OR HEADER BEAM CONNECTION Bearing Wall Ends(Not Including Shearwalls) The top plate shall be free of splits, checks, shakes, and wanes. U v JM o '/z"0 THREADED-ROD CONNECTION PLAN) 1pc within 3 of end studs :D o z SYSTEM AS PER STRUCTURAL w The hex nut above the to late shall be tightened to approximately 30ft.-lbs. of W �_ M 3 DETAIL p p g pp Y SCHEDULE ON SHEET S--6 Header Framing torque. Changes in moisture content and the related shrinkage of building materials = 0 ❑ f S--fi SCALE: N.T.S. 1 each side of opening within 3" of full height studs will effectively eliminate the pre loading caused by the initial tightening of the hex D.. Z Lo o u- nut. After all rough-ins of the mechanical and electrical trades are complete, and 0 w .4- Y Bottom Plate Splices prior to installation of insulation re-tightened the upper hex nuts to the required 5 ca Install Ox8 w/ 4 embedment Redhead within 12 of splice, each side of 30ft.-lbs. of torque, — z -, EXISTING 16" O.C. % o splice. ATC may substitute for Redhead. tZ o STUDS @ 16 O.C. I Co U XZIEXISTING '/a" CDX PLYWOOD ROOF SHEATHING 2 ROWS 8d COMMON PROVIDE AN ADDITIONAL ROW OF � f BR CK VENEER FASTEN w/ 8d COMMON WIRE NAILS WIRE NAILS @ 4" O.C. NO SPLICE IN DOUBLE ABOVE 70P PLATE, PROVIDE A 3x3 x @ 4 O.C. EDGE AND 6 O.C. FIELD 8d NAILS AT 6" O.C. INTO THE TOP PLATE BETWEEN THICK STEEL WASHER. FASTEN WITH A NUT EXISTING 2"x4" P.T. SILL PLATE. (2)2°x4" SYP No.2 TOP TOP PLATE (IN ADDITION TO OTHER KING STUDS AND FIRST AND ALLOW AT LEAST 3 THREADS TO EXTEND '' DR LL 8" AND EPDXY '/ " x10" PLATE AT SAME ANGLE NAILING SPECIFIED IN SCHEDULE. ANCHOR RODS. ABOVE TIGHTENED NUT, (TYPICAL) ADD 1pc SIMPSON H2.5 CLIP FROM, fy „ 2 STUD TO SILL PLATE @ 16" O.C. TH EADED STUD @ 24 O.C. w/ AS ROOF PITCH - ROD SPACING, SEE CONVENTIONAL ROOF 2" 2"x'/g" PLATE WASHER SCHEDULE. FRAMING (TYPICAL) EXISTING 4" CONCRETE r , (LOCATE BETWEEN THREADED SLAB ON GRADE r�; RO CONNECTIONS) RAFTER-70-PLATE 1 °- j 112 r FINISHED GRADE 2"x10" SYP No.2 CONNECTOR, SEE NUMBER OF KING STUDS X_ X K x BALLOON FRAME INTERIOR SCHEDULE. . SIDE OF OPENING, RAFTERS @ 24 O.C. I o a 1 rj��EA SEE HEADER SCHEDULE. _ _ SHEARWALL W/ 2"x4" SPF No.2;��' STUDS @ 16" O.C. INTERIOR SHEARWALL SHEATHING I v v I HEADER, SEE t=.� CONTINUOUS SHEATHING bi PER SHEARWALL SCHEDULE AND I ¢ . Q SCHEDULE. ¢ SHALL BE PROVIDED I I NINGS SECTION 5/S-6 1 o o 1 I o ANDSHALL BEE ALL NAILEDIVA0 I 01 j @ 3" O.C. ALONG EDGE EXISTING 8 w w 1 I w AND AT CRIPPLES ABOVE C CMU STEM WALL SHEATHING I ¢ Q I JACK STUDS, 1 ¢ HEADER. (TYPICAL) W EXISTING CONCRETE 2x8 SYP No.2 CEILING 2x8 SYP No.2 CEILING (TYPICAL) 1 w w I SEE HEADER--J) ' 1 w Q 1'-8" FOUNDATION JOISTS PER PLAN JOISTS PER PLAN 1 X1 1 PRQVIUE AN ADDITIONAL ROW OF INTERIOR SHEARWALL TO UNDERSIDE OF ROOF DECKi SCHEDULE. 1 8d NAILS AT 6" O.C. ONTO ONE OF �. co W1 1 THE KING STUDS ADJACENT TO ALL LL.J LL.� V ❑ TYPICAL WALL SECTION AT MODIFIED 1 ¢ ¢1 ROSEE ARCHUGH ING I ¢ OPENINGS. (IN ADDITION TO OTHER Q o rT'� SECTION 1 -S S1 I NAILING SPECIFIED IN SCHEDULE.ONE STORY FRAMINGI =N =t,1 1 -N " 2 8 EMBEDMENT FOR Q W S-6 SCALE: 3/4" = 1'-0" j ` 6 E2 j j~ A r /2 THREADED ROD. 1 WALL SECTION , TYPICAL I I EMBEDMENT AT INTERIOR 0 w 1/4►> 2"0 THREADED ROD REACTION 1 1 MONOLITHIC CONCRETE Q Y m SCALE: 1 -0 THICKENED SLAB ANCHOR AT EACH END OF SHEARWALL W SEGMENT AS PER SCHEDULE '/2"0 x 10" ANCHOR BOLTS w/ (� a 2"x2"x'/8" PLATE WASHER. SPACING AS REQUIRED TO MAINTAIN 24" MAX. \\-10" EMBEDMENT FOR 1/2"0 THREADED D. 1/2"0 THREADED ROD I 2"x4" BLOCKING AT ALL SPACING TO NEXT ANCHOR BOLT OR ( Q Z EMBEDMENT AT CMU (BLOCK) STEM WALL REACHTION ANCHOR ! THREADED ROD, F--- AT EACH END OF HORIZONTAL JOINTS IN _ SHEARWALL SEGMENT 2"x4" BLOCKING AT ALL i WALL SHEATHING r6`� THREADED ROD ANCHORING SYSTEM DETAIL U AS PER SCHEDULE HORIZONTAL JOINTS IN II WALL SH ATHING l w S-6 SCALE: N.T.S. (n 2pcs SIMPSON CS16, 40" LONG pcs SIMPSON C516, 40" LONG ! MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST EXTERIOR WALL FRAMING ; I EXTERIOR WALL FRAMING SPACING PER SCHED. TOP PLATE w/ NUT AND WASHER. ! ! 1/2" CDX PLYWOOD SHEARWALLI u '/2" CDX PLYWOOD SHEARWALL SHEATHING FASTENED TO STUDS SHEATHING FASTENED TO STUDS w�/ 8d COMMON WIRE NAILS @ 1 w�/ 8d COMMON WIRE NAILS @ 3 OC EDGE AND 6 OC FIELD 3 OC EDGE AND 6 OC FIELD I I I SHEARWALL I ISI A A I I SEE PLAN j Sq PLANL I I /2 CDX PLYWOOD EXTERIOR WALL /2 CDX PLYWOOD EXTERIOR WALL THREADED ROD - SHEATHING FASTENED TO STUDS , SHEATHING FASTENED TO STUDS TERMINATES AT I I I t I I I w/ 8d COMMON WIRE NAILS @ I w/ 8d COMMON WIRE NAILS @ I I I I t I t I 3" OC EDGE AND 6" OC FIELD I 3" OC EDGE AND 6" OC FIELD INTERMEDIATE I I I I I I I I u ,. LEVEL w/ NUT I 2"x4" SPF#2 STUDS @ 16 OC �= 2x4 SPF#2 STUDS @ 16 IFOC AND WASHER. DOUBLE STUD EACH END DOUBLE STUD EACH END - OF SHEARWALL OF SHEARWALL I- -------�___( -- -'__ �_i_____-- 4_____ EXTERIOR WALL w/ '/2"0x10" ! `T' EXTERIOR WALL w/ /2 x10 FLOOR I I I I I I I I I T I I I I ANCHOR BOLTS @ 24" OC j ! " ANCHOR BOLTS @ 24" OC FRAMING I I II I I I lI ► DRAWN w/ 2" 2x/8WASHER w/ 2"x2"x'/,," WASHER , I ! MLC I I xx x x LATERAL SHEAR ANCHORS: DRILL READED CHECKED LATERAL SHEAR ANCHORS: DRILL I i I I i i I I I I CCK --------------------------- AND INSTALL '/2"Ox8" WEDGE ------- --- AND INSTALL '/2"Ox8" WEDGE TE S AT I I I I I I I I I I DATE EXPANSION ANCHORS w/ 2"x2"x'/8" -- -- -- -_--- EXPANSION ANCHORS w/ 2"x2"x'/8" SHEAWALW. ER I i HEARWALL 06/24/04 WASHERS ® 32" OC WASHERS @ 32" OC I I SEE IPLAN DETAIL 3/S- ISEE PLAN " INTERIOR SHEARWALL "SW-3" I I , I , I I , , SCALE INTERIOR SHEARWALL SW-3 , As NOTED FIRST SHEARWALL STUD OVER CONCRETE SLAB jos No. OVER CONCRETE SLAB t I I I I I I I I NAILED TO EXTERIOR .WALL I I t I I I I I I t �� ,� tion c . . .• f•,c,� '••,�' �: � E04-058 ' k !r FRAMING W/ 16d NAILS I I �i 1 I I I I 1 I y_4Z .:..�%ila� � �� � SHEET E TA L @ a O.C. EACH SIDEK'�5� DETAIL -2 DIFASTEN THREADED ROD 70 FOUNDATION ADDITIONAL ANCHOR - FOUNDATION NOT SHOWN BOLTS @ 24" O.C. "' ' • * ` S-6 SCALE: NTS EXTERIOR WALL FRAMING S-6 SCALE: NTS • �` 1S - 6 .;f AND SHEATHING SECTION A—A " THREADED ROD SYSTEM WALL ELEVATION- SCALE: N.T.S. ` ( Ts � ' sHEEr 6 0F 7 i GIRDER TRUSS, UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES: REVISIONS BY SEE ROOF FRAMING DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE PLAN MEMBER SUPPORT SIMPSON CONNECTOR 2001. WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE DEBRIS 2pcs SIMPSON HTS24 HEAVY REGION. DESIGNED AS "ENCLOSED." THE CONTRACTOR SHALL INSTALL IMPACT DUTY STRAP ANCHOR, SEE COMMON TRUSS: DBL TOP PLATE OR RESISTANT WINDOW/DOOR GLAZING SYSTEM OR STRUCTURAL SHUTTERS IN UPIFT CONNECTOR SCHEDULE HEADER BEAM �2�MTS`12 2MTS12 OR �1�H`16 1H16 ACCORDANCE WITH SECTION 1606.1.4. 30$x3"x'/4" PLATE WASHER JACK TRUSS: DBL TOP PLATE 1)MTS12 OR 1)H16 ' AND HEX-NUT HEADER BEAM 1)MTS12 OR 1)H16 GROUP R-3 RESIDENTIAL OCCUPANCY GIRDER TRUSS 1)A35 AT TOP CHORD TYPE VI CONSTRUCTIONS BEND STRAP MONO TRUSS: DBL TOP PLATE 1 MTS12 OR 1)H16 UNPROTECTED OVER TRUSS UNSPRINKLED THREADED CONNECTOR EACH SIDE HEADER BEAM 1 MTS12 D•3 �1)H16 AS NEEDED OF GIRDER TRUSS AS PER GIRDER TRUSS 1 A35 AT TOP CHORD STRUCTURAL SHEET S-6 ) 1. LIVE LOADS UNIFORM LIVE LOADS CORNER HIP TRUSS: DBL TOP PLATE 2)HTS24 FLOOR 40 PSF GIRDER TRUSS 2)HTS24 AT TOP CHORD ROOF 20 PSF GIRDER TRUSS: DBL TOP PLATE1)H16 AND (1)MTS12 OR 2. BASIC WIND SPEED 120 MPH 2)HTS24, SEE DETAIL 1/S-7 IMPORTANCE FACTOR 1.0 DOUBLE OR TRIPLE POST w HEADER BEAM 1)H16 AND (1)MTS12 OR EXPOSURE 'C' FULL BLOCKING BETWEEN FLOORS2)HTS24, SEE DETAIL 1/S-7 MEAN ROOF HEIGHT 25.0 FT CONVENTIONAL ROOF FRAMING SIMILAR PROJECT ROOF PITCH 6/12 (26.6 DEGREES) U SILL PLATE AT FIRST COMMON RAFTER: DBL TOP PLATE (2)MTS12 OR 1 H16 LOCATION INTERNAL PRESSURE COEFICIENT "ENCLOSED" +0.18/-0.18 Z w FLOOR, SEE WALL SECTIONS HEADER BEAM (2)MTS12 R �1�H16 COMPONENT AND CLADDING „W ¢ RIDGE BEAM 1 A35 WINDOW DOOR PRESURE SEE SCHEDULE ON SHEET S--7 W z o ANCHOR BOLT or EPDXIED KNEE WALL 1�MTS12, SEE DETAIL 6/S--5 / = z w o ALLTH READ CONNECTOR PORCH HEADER BEAM 2)MTS12 OR (1)H16 3. ALLOWABLE UNIT STRESSES: ~ �'� Z U- o TO FOUNDATION Q z CEILING JOIST COMMON RAFTER 8-12d NAILS, SEE SECTION 1/S-6 A) CONCRETE -- DESIGN AS PER ACI 318 LATEST EDITION < � co SLAB ON GRADE Vc = 3000 PSI ¢¢ M STRAP ANCHOR FROM COLLAR TIE COMMON RAFTER 8-12d NAILS, SEE DETAIL 3/S-5 CONVENTIONAL FOUNDATIONS f c = 3000 PSI U v Jwm o GIRDER TRUSS TO FOUNDATION HIP/VALLEY RAFTER: DBL TOP PLATE MHTS24 HTS24 ALL OTHER CONCRETE (U.N.O.) f c = 3000 PSIuj PORCH HEADER BEAM o w z Wind Zone Map B) REINFORCING STEEL - ASTM A615 GRADE 60 = 0 0 5 1 D E TA I L RIDGE BEAM. KING POST STUDS (4)MSTA24 CONTINUOUS TO FNDN p_, z w o S--7 SCALE: NTS SEE DETAIL 1/S-5 C) WELDED WIRE FABRIC - ASTM A185 p v) KING POST STUDS FOUNDATION (1)HTT22 D) SOIL BEARING (DESIGN MAX.) 2500 PSF z CONVENTIONAL ROOF OVERFRAMING:_ DESIGN WIND PRESSURES FOR REPLACEMENT WINDOWS/DOORS (PSF) ov OVERFRAMING RAFTER LEDGER (1 H2.5, SEE DETAIL 4/S--5 FOR "ENCLOSED" STRUCTURE Kd = 0,85 E) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION U 6"x6" P.T. SYP RIDGE BEAM 1�A35, SEE DETAIL 3/S-5 (END ZONE = 8'-0") COMPRESSIVE STRENGTH fm = 1500 PSI No.2 POST ( INSTALL OVERFRAIRAMING NG LEDGER BOARD TO TR SSSS W 2 ROWS #10 x 3'/4" DECK SCREWW/ 1"0 WASHER AT EACH INTERSECTION) AREA 10sf 20sf 30sf F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP N0. 2 31 0POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE 0 COVERED FRONT PORCH WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION INTERIOR BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL 40 EMBED POST BASE INTO ROOF HEADER BEAM 4"x4" POST 3 MSTA24 34.9 -3 .9 33.4 -36.4 32. . 14pcs SIMPSON CUT-IN CONCRETE SUPPORT STUDS �3�MSTA24 ENDZONE 34,9 -46.9 33.4 -43,7 32.5 -41.9 BE SPF NO. 2 (UNLESS NOTED OTHERWISE). SDS'/4"Ox2" WOOD FOUNDATION AREA 40sf 50sf 60sf 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER SCREWS I 4"x4" POST FOUNDATION (1)ABU44, SEE DETAIL 3/S-7 FOR REINFORCING SHALL BE AS FOLLOWS: SUPPORT STUDS FOUNDATION (1)HTT16 POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION CONVENTIONAL FOOTINGS 3" `..'j •` COVERED REAR PORCH F AMING INTERIOR 31.8 --34.8 31.3 -34.3 30.9 --33.9 SLAB ON GRADE CENTERED ROOF HEADER BEAM 6"x6" POST 4 MSTA24 ENDZONE 31.8 -40.5 31.3 -39.6 30.9 -38.7 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE V • ' ' SUPPORT STUDS 4 MSTA24 TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS W �� AREA 70sf 80sf 90s f AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SUPPORTS CBSQ66--SDS2 EMBEDDED POST BASE 6��xfi STUDS FOUNDATION FOUNDATION �1�CBSQ66-SDS2$ 1HTT16 SEE DETAIL 2/S-7 POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING INTERIOR 30.6 --33.5 30.3 -33.2 30.0 -32,9 OF CONCRETE. 0 FLOOR FRAMING 6 -38.0 30.3 -37.4 30.0 -36 g 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS z K�2� DETAIL NEW FLOOR TRUSSES INTERIOR BEARING WALL (1)MTS12, SEE SECTION 4/S--4 ENDZONE 30. FOLLOWS: W CONCRETE 40 BAR DIAMETERS S-7 SCALE: NTS OH GARAGE DOORHEADS AREA 100sf 110sf 120sf MASONRY 48 BAR DIAMETERS HEADER TO 9'-0" SUPPORT STUDS EACH SIDE POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTIONSUPPORT STUDS FOUNDATION �3)MSTA24 1)STHD14, SEE DETAIL 2/S-2 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR Q W 4"x4" P.T. SYP 12pcs-16d COMMON INTERIOR 29.8 -32.7 29.5 --32.5 29.4 -32.3 UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. �" ¢ No.2 POST WIRE NAILS INTERIOR BEARING WALLS 0 ENDZONE 29.8 -36.4 29.5 -35.9 29,4 -35.6 w •o' DBL TOP PLATE STUDS ADD 0 16" O.C. 8. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER U) (n � o • STUDS SILL PLATE ADD �1)1­12.5 1)H2.5 @ 16" O.C. MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING v •o' 5/8" x12" ANCHOR BOLT OR SILL PLATE FOUNDATION DRILL 8" AND EPDXY THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THE CONSTRUCTION. w W ¢ DRILL 10" AND EPDXY '/2"0 x 10" THREADED STUD w/ WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR •J � v 5/8" x12" THREADED STUD 2"x2"x'/8" PLATE WASHER ® 24" O.C. MANUFACTURER/SUPPLIER AND SHALL MEET THE WINDOW/DOOR 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. w r ' EXTERIOR BEARING WALLS DESIGN WIND PRESSURES. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING ..`' . STUDS SILL PLATE ADD (1)H2.5 16" O.C. DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT z 0 SILL PLATE FOUNDATION DRILL 8 AND EPDXYSHOWN ON STRUCTURAL DRAWINGS. ¢ z '/2"0 x 10" THREADED STUD w/ W Q a. ¢ SIMPSON ABU44 POST BASE 2"x2"x'/g" PLATE WASHER ® 24" O.C. 10. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE _ :EF' RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, ¢ DETAIL NOTES: PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE U) J3 1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. ° THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN .. S-7 SCALE: NTS 2 USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: ACCORDANCE WITH THE CONTRACT DOCUMENTS. (� H2.5 10-8dx1'/2" ABU44 Va%x12" ANCHOR BOLT ° • • H16 12-10dx1'/ AND 12--16d" ° ' ' ��„ c • • 11. THE DESIGN OF THE PRE-ENGINEERED FLOOR TRUSSES SHALL BEAR THE MTS12 14--1Odx1'/2 CBSQ66-SDS2 EMBEDDED IN CONCRETE ° • • SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES O A35 12--8dx1'/2" AND 14-SDS '/4"x2" SCREWS •••• SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND STHD14 38-16d HTT22 5/8"Ox12" ANCHOR BOLT e RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE MSTA24 18-10dx1'/2" AND 32-16d �0 • 004. CONNECTED WOOD TRUSSES, HB-91." FOR OTHER BRACING REQUIREMENTS, U HTS18-1 d HTT16 /8 0x12 ANCHOR BOLT ° e ;. NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP W AND 18-16d 00 • ;•• DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. o • • 2"x12" SYP NO.2 RIDGE BEAM 1pc SIMPSON A35 CLIP ANGLE 12. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR FROM EACH RAFTER TO RIDGE BEAM I ° THE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES 2"X1O" SYP NO.2 OVERFRAMING RAFTERS o SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND @ 24" O.C., SEE ROOF PLAN 1 pc SIMPSON MTS12 (TYPICAL) ° ° ° RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE '/2" CDX PLYWOOD ROOF SHEATHING. oQ° e U ° CONNECTED WOOD TRUSSES, HB-91." FOR OTHER BRACING REQUIREMENTS, 2"x6" SYP NO.2 COLLAR TIES FASTEN w/ 8d COMMON WIRE NAILS o ° ° ° NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP ® 24" Q.C. w/ 8�-12d COMMON WIRE NAILS ® 4" O.C.EDGE AND 6" O.C. FIELD. o ° o o ° ° o DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. EACH END INTO OVERFRAMING RAFTER ° ° ° 4-12d 4--12d o o ° o ab V2"x10" SYP No.2 OVERFRAMING RAFTERS ° NAILS NAILS 8-12d NAILS 0 24" O.C. ,SEE ROOF FRAMING PLAN. FASTEN TO EXISTING RAFTER w/ 8-12d COMMON WIRE NAILS. FASTEN TO EXISTING MTS12 H25 MSTA24 A35 HT_ T22 r---- DRAWN . DBL 2"x4" TOP PLATE W/ 3pcs 12d MLC 2"X4" SYP NO.2 EXISTING COMMON WIRE TOE-NAILS. CHECKED -- 'T' POST RAFTER CCK EXISTING (2)2 09 x4" EXISTING 0624/04 SYP NO.2 TOP PLATE CEILING JOIST SCALE AS NOTED _ .`l.... 'y. J09 NO. ' '�i ,y E04---058 r____EXISTING WALL FRAMING �, v �` 151 �!F•': SHEET TYPICAL OVERFRAMING CROSS SECTION �+ �� _- 4 SECTION • S - 7 �7 SCALE: 3/8" V-0" `► SHEET 7 OF 7 1 'I