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7th Street 386 t VAIL. Gc.�:K'If'ih�l 1 THIS DOCUMENT IS AN INSTRUMENT.OF SERVICE, . AND IS THE PROPERTY OF LAZO DESIGNS`INC,'ANY USE. OR REPRODUCTIONS WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE 1 « :Phill ABOVE MENTIONED PARTIES IS STRICTLY PROHIBITED, M� ,, ke- , t'cJ COPYRIGtIT 2002 j • t _ CLIENT, ,1 . ' - Mr. and Mrs. •: - • Mike Phillips' cAn.ti Flo -� a t PROJECT: New Residence' `Sherry Drlve and .7 th Street I Attnrtic Beach,, Florida.' CONSULTING ENGINEER: , Christooher C. Kattte`., tnc., Consulting Stractural <` Engineer 1 _ t I I � � ► 1. __ 1 Ta��bulati6h. 1 1 ,W i +r i id e 1 1 Property size 50'_0 ' 145'-0" 5,250.00 sq.ft. ` Basement Level _. . .. 929 . -9200 -- --1 ,515.00 . .00 ..... ,_ First Floor•-Level 1 5� First 5.00 .. f Index of Drawings Second Floot Level •1,443.5 . g Covered Porch" 444,9 i Archite r • .:. - .. . . . .. . - .. . LAZO ' ctu al: Z ry Total House sq.ft. 4,332.4 sq.ft. Q 5.5. S i A-1 DESIGNS INC. Cover Sheet . . � . Total lot cover a W.Staxrcase 2,020.65. s .ft. A-2 Floor Plans _ o q 4 - K STREET /o of Lot Coverage , . 42.8% � � ;�� JACKSONVILLE � 20 • A-3 Elevations - _ + = { _ BEACH, A-4 Elevations *.+ . FLORIDA 32250 A-5 Building. Section/Stair Sections l +1 � � "- �- 12-s1a% R(sidenc� w%B se en � 4-0 I t Imo+ r t wI rarc. I f •.� � TEL(904)991-7281 A-b Schedules Put,KNe^P _ ____ f ! I lazodesigns@aol.com► Electrical s►�l I SHEET CONTENT: E-1 Electrical Floor Plans ►5vr �?,_. j S� 5(~ I� It~ +r s.2 ..�- �---�--��....• �. -.,�_- Site. Plan/Craver Sheet Structural, " Pie RE C EW V E D .71�771 ` '' f i .` + 4r I ! -.; I f CITY OF ATLANTIC BECH � � 1 � . • BUILDING &ZONING S-1 Foundation ,Plan a6d Sections ,• °' v FEB0 3 2003 1: r 1 EB S-2 -Basement level wall •reinforcing plan And sections "p - = S-3 First level shearwall plan and sections . Vele. BY: S-4 Second level floor framing plan , S-5 First levet floor framingplan (Driveway ' P q , S-6 Second level shearw all plan S-7 Sections, schedules and notes. 1 7%PPRovE4 FINAL REVISION B u yid in Data ,�.-�--r, env .-�~� CITY of ATu►Na1�C�ic�cH a= RELEASE DATE g{JI1.,DING Owner: Mr. and Mrs. Mike Phillips •- ' Zoning: RL . .. ' •1•;., �.. , :-Site �lo'c"9 or <<,,�L: Building type: Residential � �° fL4�4 Permitting Agency: City of Atlantic Beach nts' .Seventh (7th) Street City o Atlantic each Applicable Codes M.,i �rrumr�n� cN "�� 1.01 spp►a►st gompllanae vtA1h applicable r) Y tt g Florida BuildingCode 2001 coning, subdivisl and other local land ' Ict w"aG�" • development reguls ns, but does not constitute r101-Life . approval for the tss ce of iti.F.F'.A. Sa fe ty. C od a 2000 - t t_: f f f with Florida Buliding a and all other applicable �+ �lte Plan . 1 ' "10 -0. local, State and Fe ral permitting requirements k�'Iprida �1cCessibility Cade far Buildini; must bevert8edb nature Of the City of Atlantic New Reside ce For Construction (chapter 11 Florida $ui!cling Code 2001) Su Pel;& I P►lor to uanca of a F11671 Asa4v opment ec r c'{I t i ;1 PA's 2 'S7 P 00.2 tz•v- s,A? ' i[sua�,G;. Z,` ta 5`I'r ND,�. X61 W►� �N C 0 �1 Qu 1 �� l.•[7Nr�, I,,.Z11 P��,�'' A-. CAS ► Qq THIS DOCUMENT IS AN x INSTRUMENT OF SERVICE, AND IS THE PROPERTY OF LAZO DESIGNS INC. ANY USE X111 1 A, OR REPRODUCTIONS WITHOUT THE EXPRESS a fb�ath ( WRITTEN PERMISSION OFT _ ZI�1t ` r fit �v I ABOVE MENTIONED PARTIES -------- -- ----- -_. ___--- ._ __.. Q Q � � � ) IS STRICTLY PROHIBITED. l ` _ — _ `y •r cn I COPYRIGHT 2002 ►I •1 I NT ��iihi � V I I CLIENT: w - Nir. am Mrs. _Q I ' C1 s - MikeFhiiLps, [� Closet �► o ` _ Game,lRootti Bedroom no:2. � Bedroom nq, 3, f � . �� - r Closet PROJECT: Q l Nero Residence ~rq y A/H�no. 2 - ` I �herry.-I?rive ;. ,N QI 1 ►� g"cNt� F' �t►�11 and'7•th'S�treet _ Atlantic Beach, wku.. Florida., i f Baha no.#�r" - t �rc.L ;� ` Linen Clq '[� SHw�t.t..- CvC� u T i ' Ir 1�4,t1. O N 1 4u n � u • ` w ! 1 ` a r vesti u � 8.7 0 � owa �o � NSU TI • � 5� 4u �u _ dr - . � Q wk1.I.,� L NG —r �t co�1 op ENGINES f L# t1d Hallwa.�� Storage opts C. Ka e., Inc. 4 Christ er th^ " DNConsulting Structural D}`� Stair. Q --- D ]Engineer i G -- Dinin g ,Ro to En r t 0 4b FIA I PbsT auk W1 x £T C'�CWINI .� d4 i2+t-�C -�1'2WM. .�P+�A1 .'►U 1�1-tQu ►► �� ) o layer -Closet/AIR no:� 2 .4,11 NwV,�w � o � oset� � r � Ent E Walk'-rn-cl - [ I M .S�Puo;2• ctt ►a? :�rat -t C` �, I q ► Q t9 i a � age � -� - � ► Gar ;( -- Q Kitchen ,j Master Bedroom. i I _ ►� , Living, Room _._. T - Int r00 z-z �.lt'C aster Ba � K � � p p � Q � ► w � � Y: .�� . .� u "�Mu LAZA ,, Z -_ _. . _.._�-_______�_ __ _ __ - �_.__m - W&U - ° DESIGN 1 •� � 3 -= PST S INC, %z' l a - �[ot3armwi �I {��•' F 420 S. 3 RD..STREET S VILLE co'- � W ® � u - �" h - r�rx :�oal�..:AAA J�cx oN d ( _._- ._._ 4 VI 5u.1�, � BEA FLORIDA, 32250 n �`� - U C) TEL(904) -7281 m - B 40 '�.•2 k:> 4— Ic - I -2 SHEET CONTENT: � Floor Plans � I 0 Cover'e'd parch uc Cut s h ► _:�A �BCI. NI. ►.� w tlp NAi uo.G Gt�� t� 'x.'�c tom" 1 1 `F Driveway' Driveway `�. o M _ l� jf per . ,si , Ixl z rows. xux. t*►T•.S`f C' Igo. l' T x , P�'. 'f� ►2 Cwt y i I �,5 i►. ?" z.C) I 3,5 �I,2�" .oh ,�A .M - -- ---- --- -----� --�. FINAL REVISION f M "S , I I [ . 1 u 5-d 5 h��a t l-qtr RE i E c r ` 4I1 LEASE DATE A ' -- _ I•xx,z !?AIr�S L lla C�,,M. . ua/ 24c�" -6`f�° ►.1p.'X. CJ�U.4►�G :.tvlS.-"t'� CcPuv,G. - • I 4 I ' C)l I rr ►a.hl WG \ Aw-- Se"cQnd Floor plan lullMrst- Th oor Flan , z�4� "- Basem�r�t� 1�4 - EfK�73 1 G?�X6, FIEF. , J. ..:.. :.... , .� ... c i' f qA(E 1C�1 � i r { 1 THIS DOCUMENT IS AN . INSTRUMENT OF SERVICE, AND IS THE PROPERTY OF LAZO DESIGNS INC,ANY USE OR REPRODUCTIONS . .WITHOUT THE EXPRESS WRITTEN PERMISSION OF THI ABOVE MENTIONED PARTIES IS STRICTLY PROHIBITED. c[�COPYRIGHT 2002 CLIENT; Mr. ani Mrs: Mike Phillips PROJECT. .1 New Residence. Sherry Drive and 7th Street, Atja.t tic Beach,' Florida. e CONSULTING ENGINEER: Christopher.C. kafhe., Inc. -l2"4�G. �►TFaR�+ �AM1h�+ 15 ►�aT _- �� l� Consulting.Structural .pErsb�i1r`/Eri Engineer 2I st M '4 He�,t,A iA S�� - G�,�xt(� CS Ito 19��fp �+ i utpa Ire..ifu , -Tv 6=40 0 LewwrL- Iva cit, � Ito 5 _ ...__.__._ M _ _ - •. tM G5 t. tip _ __ ( _ — �._ .__. LAZO fivW-� M.'rot".� - �� - DESIGNS' INC. moi:t►�f tcA� . _.... , ... --..-.. .. .- -''� _.... -�_-__. ____. . � . CSP > _ ..-.- - G7 u 4- 420 S. 3 RD. STREET • .._ _� r:.► n JACKSONVILLE __ r -T I ._ .._..,,. N N� _ - ' ,SIC _ d ..�alkrl 4f/4. � �__ 1"I F u RIDA 32250 BE p '.� "51 ire. �. Til fo X(p � �<�N MSTA f"�`� FL _. "T — ,25 �••SII?�i.. :�- �'C�L7 ' TEL(904 992.7281 + j - r taandeslgns@aoLrnm _ T SHEET CONTENT: Front,Eleva Join! QRear-Elevat>ton , r tom. :, _ �f��.� 1T FLCvK � M • N Cstt�� _ j "x j6TTO � U.w". - I r.T, FINAL REVISION.T INA L EVIS ON RELEASE DATE P•r, r"►,,n, S-T ._.. I d1x 14rr- Q re?, . _ I( ", fff r,2� �.. i w� L x..7 W►Jt w r �' .M C? A. f' �T.tPL�3G P.ate.P,T, -',"f ,2 rase WO' 14.)c'(r. 1C1' �4 • Nr. ��s�! ` l1aN rs ., v nt ewat�o 1 �� AS'CI�I� W btu MM�N wIA$ I. t1.- C�ESI�N S,L Rear., Elel . at�ox� ��4 fro r Gwn Notes _....,.. All Glazingmust meet the new code re uire nlents'.flor-vindo ws«aid ,'. � �• i qFloridaBuildlh Cod U[�I,`'shatter;proof do rs. Under the Irtew Fiortcl a�.. , rotec'tion, or a► a roved shutter or c:ovI tt;tt � cote, ; p pp " - fi w , 5x . L. ..., t... .. .�. 1.:.. ,. .,_ r. .l� . I . . . 1, . .1 . . -, 1 1 , I . . ;�1. - . . . I . �,F� I. . . 1,. .I . , ,: I . � , ....:L 7.- .. I . . I I . � I ,,��i_ , ,"',". . I .. I . L . .. I ...; � I . ", I. a r , _ `r . . .. i .. : .... I" .. , , DAt� t�Sr�IF'ilC.T1 ,� . I. . . . . . a - . . . I� 11 . . I. . .. . . . .. . . . I , . . .b.0 . . ' . . 11 . F . . . . . . . . I . . . . . ... ._ I�1 I'�1%1! ' `vim ' ejA . . iw,.tpL Ic?P . 1 c= . N000.. . /`�w 12 . .. . . q E 1 t,! Ya 1,44 CSIW 041, �T9tJ w/ I4d . 5,5j . To a 1 _ . P � nh ', Oti12� S u . za D: �R.F RVIcE, . .��. CoM MDV W IRS � TH[S DOCUMENT IS {.. . , . . . , W491121 S u 2 .I ( S a N1`s A LAZO DESIGNSOINC AKOY USE .4 aY..a; �Yr, wv,'Z � - s :tlk �+C�� OR REPRODUCTIONS. . t.E p ], .w - N'6. , '.�. \V N�Pa� t�� INCc:11 WITHOUT THE EXPRESS WRITTEN PERMISSION OI~TH rZ.tl) __ w _._ _ _� ABOVE MENTIONED PARTIES . �`- _ __. -_ __ �_ _._.__- �....._-�_...__....__ ___ ,�t� L . .. . . I . IS STRICTLY PROHIBITED, -- �__--. �M� _._. - µ _ _ _ �_ . ._..� _ _ _��._v ,� ��___- �____�_ _ c COPYRIGHT 2002 r: . W o hC��' - t _ .�� - _ _ __ _� ______7_,______1__,__,___'___ - - I �Ik11 C�t� :� . . . V . ��lMla `cS� _ _ �_ __. �. _— _ _ _ _-._._.-. ia►.a+o:I:rv�t• 4- rte+►. .+w CLIENT: . cww 1��y�.. �vvs Vit,_ ��uffl: tau.. Y�,-rYr� d; ,�� , _r. __ ------._.-_--_ _� __-.__,_._-__-__...__.___ � Mr. and Mrs.` zf\ ..........._ _ �� . Mike Phillips` nit,, - - �. : 4 _ - - - -i�'t' +t� INS . . _ {{ tr�jA� /rel _ _.�...___.__._ _- ._._.__ ... ....�.__......______ �, I . _,� 11 � 9 A 1 ' �._.., �_. 1 5 y- "1 � f I I j _�_ . I __ t it I _t . � i . . . __.__._._�,_-t__± 'rj . . . 1. �t s _I ____.._. __ -•-____ _ _ to :r .�,��, .�.T, p. lx,.z i.�t pci+ z , Yo --�- - __ __...-_._ _w.�_�______ �__�__ �_._._ ___.._ _�_�__ _---__-- PROJECT: . . -._ _.. __ . P _____-.-....-. _ __r_ ..._ __ _ __ _ __ _._-__-___ _ _..�,_ �._ y..� w�I x r.T,-SIM wl? __-_ _ �� ..._,. w_.. _._. �_. _ _ _ _. . ,�, _ �� _-_m-.. - --. _._-- _.-- ..-_-..---.-- �---- _---�. - _- --..-.-_�----. v_-w_.�_--.---_-.- �.--- .-._-_------ -_---- �----_--_.�._ ____._.___ . New Residence 1 1 -- ._ .__ .- .._�.__. ._ _ . _. _ _._- _-�.. _ ��------I-.---..__-.____-_.__�_._________.___._.._._..._w___._____.._____,_-_,____m. ___ _. ___ __�. _ _ _____ ____.�__. __---- ____.___.__.. �_�_ ---- �.�..-____.___�__� and 7th Street � "S-Wacx�1- � . 1 .11 .. "¢ I `��. Atlantic Beach I " l� .�, . I %. . I >+ ___ _ _-.-_ _ -�- _� .—.-- ._-__.-_.___..----.__..�._�..�...� �_�.. - ._-_._-._._..---__-.__--�- Florida. !I SIMa� cs►� Second.. Floor Level +205 _'_..__ __-- ___.�� _ __._ - _ - I _ _ . . , ,Tt � � .t p �— 0[ RE � vl:t�. . . _� - �. _ , tM GSttc M u ,�x!¢ posTTn Z_ cf�, •��T' M► "trMu �i* ". a`n t'P Y� fM � _ l I - :. . M LG�ul x sT Gt`t�� t� -- - !._ -t+IWO PtA� T ) �o-y), t4VF-V.*TMF�r�ltv az- . .. Cv xCe T`��14►I. 2 . % r,T f0fe L*,z Mie' . ,_1__ 1•. . ( CQNSULTING 1. 'rVa . . . _ , . I ENGINEER: Christopher �. Kat11.e.,.�t;„ .I P,etM� Ge.= 4i0- Consultigg Strueturol' _ . ', , :_I-it c�r-1q.-, WAIZ AT'trvt:.I; C.Ve �Mt�otxs� �t�4'i . . e - ,� Engineer P,"e ,r G�� r^ 'C ,� �. I�kxlc�'I G M u rIa.?- :�tN{�{aF "CIMP�- . E L�.�lt:.�a � 1 .__ .. :.5YP. NC►•� t'a7 To (/�xla .- . . . . I . _ G" v �I z - - -) . -" - - - - --.-___-_-•..____._w____ - _ �_ . <,T-t • `�id_e` � �j y-, ie' v'Ation .. .,., -east) ' '- t/4 .. . I I . --_._- -- -------"— _. Y ._.—._..,_... _____. I 1� -_ k1C—TX- 1W0�1� . . - G .5 1 .. W,[.t w AMC CHIM►JGT W FVl t. . I ... Pty"T .4"yc� ,5`tF ND,� SOP: eel "o.G, ' W� . . c� �rFLA_ o 0 MIt �tr+alN N `1'0�'' o 0 (t µ . ,� Itt �'Et`+MV ' z. ,M Grp �� M �� w� LAZA 6,. �t , - -=` �r . __ Ems, to 0 U $ io W1N Wp 1'-V L Y.. . evru . . . N . . .-_� . . -. _ __ �.� - - _ y N. F>rI~st Floor bevel 2 +k'-` 4 __ . . L N �a�i:I.. Icy o, t,e1 1w►��. 4 . la __.n...---- ,-- I l :� tV+tom ►►-'ff ctr•�rr► 20 S. 3 RD. STREET . . ,� - . . I .�0 .. . --------- - -_. . _ _...__ ... . - _. (46-k1 t4� •TrlAr M Mrd ��t+tom ."{.+At rs.;. JACKSONVILLE _ _ ..._ ___. .... . w w- Co. �, *��Ndt GH, . -_ 1C 0 . I t r,Tvp,trca+. t�17 4 u wa. �.• • _. 1� �. I a LORID 2 Fin. G rfl ----- _.__._1 ___� __ _ _-._,_._ ,.,.._. rl,p�ce►r.� 2, F A 3I 50 . de -rI 4 ��L cam)"2-�28t . -. . . _ ----- _. ---w .... __- - - __ _.. . 14 __ . _ �� . _� . Iazode olcom . L . I I . I . I It _._..__ �_. _ . _ - _.._ - n _. - __ H . . . . C)_-L.N tE.CZS ..�.. / - _ . 9 . rz, __ _ SHEET c�w► . L ! t �: , E T,a, CO LATENT: mss. I M . rt 5�+ ta Mfrl► .�4' . . a r� � . t''� r v � a�� Side'Elevations': . _ '. rt=, +r of rxott •___:PAr-.__w_._-._ �__.. _ �,� ,-T f�' .. F _ .. ____� _. I _w_ __._.___._ _ . y _ -- . _ _ !, Typical.. W Section tR L-.-- jj - I J1 I — N ._ - . � r 11 --- ' --_'-- - __-- __--_ ►.�P Z. G� 't'tctr- -�� ` --�- - - ___ .._ T :�a' a� st lit u c�d� r,YTM�f. , _Af?C t» rasT6 -fptC.A� ____ IP O L,. L)AL.• _ _. . . -- - - $ �� s �_.. - -- .. - 4 1. �StivG ► 7.N4�6 n5 =�ST�G , • - _-�_ 1;2d � . (l p�G T trr�i- .._... w..._-- '._w__---- ---'--- .__ --- _ _._-..._• _� .__ �` _� . . �._____ _ff_ _.____ -_ . ___, ..—_-____.._—_-_ _.__. —�.___ _ 4 o . _ w-_... ..-----� __...-._._. -._.: _ ,_-____ -_. _. _ __,:_ ___:_. . __- �.�._� _ _ _ - , . -•.-,_..---- -.- _ . _._. . . .. . ...".- _., •_ _ __- --._ .__-__ ---- _ I - . I -= C�W . . . . . I. . _,- _ _ �. �� _ w c s t� 6TOCA*-- frau tc . - 4 of lh� N14 GP,t`► ILO - --------•.---- - _ - _ _ ___ 1. - - - _ l.or. VA , 7 .CJI2�.t l'� �W=.0 - . ___;- ___ --- G� [-'-�'ACr� p �►��. . �_l � . ,. 5 .11 ,S1PC-"� I __ __ .' 11 . Basement• Leve *11;1mr%0 cs *� FINAL REVISION O'Dt_ ,,.�._ y L I ¢ _ �� RELEASE DATE I s %; . . ct.+�.ai w�►t6 Tv $gyp .: f lt�t.l.nlw! wti� �Cl�le _.. rs �'+�I"��) _ u <o'Xc.. . / _ % e taa ,� I. TUBS tZ a, J 1 f r r47*T . - Cp.M1LViz, S►tZ.r=-I�rr_-:.. - r7-7 -�__ _--,-,._.r ..,_ _ _i.-.. t - 1 % i . . 1 L, II .. _. 1�11 . -- -- `q �4w I° 1D r I- ��,L_� 1 _ 11 • I - . car x - Lu I! .-_ _ __ _ .: ... �o, 61mrvnt� .1 I . ..- I Z T [ G-l�U01 t Ilf-V . trtOlU[)1.+�1.�(G- UAB I►�rcaa.. w(. I - - -; .,,-- !. _ C S bG' r Fr.JVN. S. r I_ �. , r , � T _ . t.a R I I -. i _OA . ; �.w .. 1 ,per y.. l�o �_ 1. 111 ,�_ �_ � .�. rte' I 11 K l to I. 1 S1Uh! — L _I. _I__ l._ _e j:_ .�_ _ .. _ _ _-- -- (- -. - -_. / I . . . w ua1N�' �'° : O( Cie . , A u ► e• aJC� t G r.-r.. ',wp.2. rns;" 3. i� -, 2xt� �;'T: �j'F'.NC .�. .; : . .�CoKt(o .�M .�11. hk7:: � t '"Ci " .. . t >`Y . . - ;,, CyF..a ti's f _.. C f.N v T 1L. uJ S t � 1� '�T'�+ 1.1 �r tb 't"AI i� � C+: rLE ; T ie S C Q ,11 tt . 11 . � I . : alY ; e Yue Glaz>ctr Notes . . eV ::tio. west.) �/4 . . . i1. I : I t r V4 . - . . . . A* ;0 �� I -, [�i j< . A11 Glazing must meet the new code reaulrem for tr>rndows and .. .. t 1 . . oirg. Unde' the hew i a ui . do r lair' d Id t Co c .001, shatter,pronf.glass . 1 .. .., . . . . - . x.:,.• . .. ion,'or an approved shuttir or rct veli tl t m ts'code�;; .: . . pr otect . . �klr�T G�. ("�,�, �*ir[r TS . . . . . - I • . . . . - . 1. . . . . . . ,f ' . . µ H r r- PATE CJ��CK?lpTI0t1 1 , _ i 'r .. ---��1� THIS DOCUMENT IS AN » 4tkNC ... INSTRUMENT OF SERVICE, r AND IS THE PROPERTY OF LAZO DESIGNS INC.ANY US r T , OR REPRODUCTIONS. .. 1~tlk,. V C Ute. WITHOUT THE EXPRESS WRITTEN PERMISSION OTHE F d' ABOVE MENTIONED PARTIES t► y i is STRICTLY PROHIBITED. , COPYRIGHT 2002R K ISE" i o irate.<s.fW :, CLIENT: w?6 ➢sfy _1 , r x Mr. antl Nirs. ..ti Po f M 457,f f � A?�, �#� Mike Phillips cl it w PROJECT: 'New Residena Sherry Drive Al and 7th Streit _.k. Atlarltic Beach,I, _ 4 } _ �11 , ., � 1f2 �� : Florida,._ tI a Ir • _ CONSULTING It ENGINEER: ND➢ZTAiI+L. . ¢� Christopher C. Kathie.; Inc. Consult:�TR•INCc�C?�,r. ��'.� ` � ,ng Structural Engineer - 3� 0 �•wt� w , ' . rnterxor Starr Sectxon� �" 1{ I11 1", .;%j! ; U,"� ;` \ / ■ .o I LAZO M--� DESIGNS INC. i i 1.. a 1424 S.`3 RD'"STREET r Be loom . � , Ba �da.� __ __. w �. Second Floor Leve Mote l JACKSONVILLE - l BEACH �- (C?. '�� .:SIF--�•.. �1t� �. .�f-�_ s. . t. . FLORIDA 32254 I �II�.>�-�'L-t�D \voc►+'� l�r'I..caa�,. -'rn 3 If��'�,",`, � �' , t i M -ick/ ,. L(904)99 T _ .. : . . ... R 2 7281 . � InxodeslansQaAi.com , r _. SHEET CONTENT: , I, u t Building Section' -rpr. sip, O ,x -C!12 `t.�w� p� : . Fir L: Level -Game Roo First F oor Fin. Grade ! .:; ed Parch' .:. �• �j 'lud b qr i - ! � v f • - FINAL REVISION RELEASE DATE .:' Garage Tasem. eftxt ' Level ,tea Ti�TUR��.- �t�►yvR►��g �t�, 2*5, S Cay X o� ti 5 t? 5'GN; I,.. , xter'ar.Stair..Se:ction 1/2 Bux din Sect • , _+ .. ., t t ...,. �O A � —L- 1 —Eiw�=9 ' g: n� : -A :. :•1 4" • 301. � v=,�► Df1�/6, FILE: 61 � Y I . . I . �-._.. . _.._ . - - --- - __.__. __.. . _.. _ ..�. -- _ --- - -- -- ! 1. __ _ ': .. .: R' .l:. 4 ry 1. , .M y , I .,;; , I . - . . 1\ P' 1 I. - --tea---f I2;'. �1 u �. .M '.p" lip 5*CaH aM ��4u �,pl� �!�u 3I`c'11�.� 3!e i OL- i - �`' . I . I . t f , , 11 t- r 1 .. . . t . I _ ( / . . y // . I ` / = I t / �S � a . Ix"ll / / . . � THIS DOCUMENT IS AN _ti d I / ____ INSTRUMENT OF SERVICE, . ... . I j - LIL AND IS HE PROPERTY OF . LAZO DESIGNS INC AN \ I I / ,� f -I I I I I � un I - OR REPRODUCTIONS. Y ( f / USE I .'� W ITHOUT THE EXPRESS . . WRITTEN PERMISSION OF 0 0 00 . . \ l . . ABOVE MENTIONED PARTIES. n . - L i . IS STRICTLY PROHIBITED. ; L-L . �. . COPYRIGHT 2002 C 4 . . .. . . . 5. .. �. "� Icy !� 12.. t . CLIENT: . 1VIr . oar ewe iori� ; d r . . . Mike Phillips- . . _ --� . . . . � � .. � � . . . . . , - _r I' J. - '�A LL I I . . ��/`-7 Hyl , ! Tom'• 'PCOM, �'�1, .� 1� �.a 1 I,r.7 Ir'1�.►. ►� �rs : - . T4s M leN- ` . . .. . . . . "'moi . E•h'�'12� . C.0 t�lG ,G,M ,U `._--- ---~ _ . 1. CGI�IG. Ca+W f P� PR�J ECT: rL Gdl.1�: + 'e�,t -1!!�. o,C]. Bence :. . . 4l �..t,1 1 iYew Resl . . . She1. rive : and 7 th Street . . IT- . tr=C ,. . A Beach,tiantic Be : . - . Florida.-,-'. . iC?[. -t--t.'t" .• . 4vcG7 Sir k. r�cam. . • 1-5 e. WrIolp 4.W.ems:. ; �v cv. (. l ( EI. 1 ( .. 31 3 c -5 G� 3� 6r-oµ 1 . C� t..-VI N*v-- \ti/= �w; e v-- . �.R,e,lt.e. \vim�?: . I 1, . :j ' 1 {�..1�"Glr`-�l . . `Ver7 es►.L+ ► �.:tom . �+• .( . I t - 11 ._.. --t , . % t�' . , n noPA g- CONSULTING , I I . . vJot to EN INEER Q f I G , �, I I a'`T tAl�lr�VA�' w�C.+C :: �w.� �•"w 1 C.�• LV 4� G :Chrisidpher C.-16the., Inc. _, . .. 4 ' d (O --� � " . 1 Z 0 w .. Consultiing Structorai -4 4 . . .. mm0=0031h -It . .. � I CLOGeT/AO+41. langiae ' �, T . --�V- . .// + � , . .T . I TT i "�.'1 ttc � . Q. � Z7. l 10 CoAme, r' 1✓i waoo «Wteo, - w�,P wt�ai . . . . �, . . . tv r . . . . . . .. .. ... . _ - . r �� N . Wifid ' w" T . 4- 0 r� . . � . . . . , ypes ., . . - . I . . . . . . . . . . ;, : ,. got hr1At.L.WA `V400 ' ,tit� �►1.w:, . �*� Y . I I . 1 . . . 1. . .. . , I . . 1 . . I .1 . . . .. f . - , , - . ., . . . 1, Q �.�`fL't �S+.w hj U.1 . , , eq r . .. - Glazxn Motes �� `v -� ►►� . . - - . Q t T . , ,, . .. . I . wo t�[7 ; all ....�.�.�... . I . Flre lacy I , � . . I . 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M , 1 ,-.. ..+ /f/ V,Aa.lsi y_� ::., 1 � v r '�_ � � ., 1 n. r .< ` - ' 1. / r"o'" .. 1: ,r� ,� �� .�r: � _ �'INAL REVISION. /_ ry,, .GAS LINE . . ., / - - --t 1-.:F r� , ,a �--- ----� ,� !+' :. A: t"eml, :•, r Vii' '�1 :�i„ *•! �:,MY AccEss . �� ,t j �' „.x.�: � . r ,�� . RELEASEDATE . . . - . t . F 11 r 2 1/8 55MM1 . ^ 11 ' . r . f. . y RW . . .11 . r .. ,i . L I �i I UU I I 12 314(323MMj \ -. . . . -- .- ---- I./ 1$ Ir , I . I I 0 , t .- + R " I M� 28 1/Z(724MM) . - .. - `�f�l�: . 6 7/8 174MM _.,- - \ �/ i�i i 14 .14 / (362MMI - , ;-.: 1. \ [I Ifftl - . - • N ...,. 1 . _ ,/ �. �, � .. , - .- . �,"\\,�' - ;i 21 1R 548M Y� � cI :::::i-- '' �" - I - - C�ESIC^N _ .. . . 85/8 19MM . : _ . 115/ 7MM] . . 1. - - VAff: C>I.,05 OB _ s: , 1 . . � . . Ii iS .. _ ��• Elev"fitions . . . . . .s . - . . .. .. .., 38 12 8MM I _ „r ... , M-Aster.'Ba""throom- .. . . . - Q��"'a� .(� ) ; . . . SP .CIFI IONS. 11.,, �2 E CAT ... ,. mei Hetet F'rvri W04. Back W d& Lepth (3�+e �` .; - . grad,•y,;; BTU - w:y� f'rarttg ,+caat Fr.;rs �cpai Fsamry Acpral Frasrr �rK x is r 22(556MM) . . r�E1l�r; x I . . . . . . . arches )8 )tt 1.2 sl' 1,7a !? �M,ir? +d 21 T.2 2$ - 1 1(243; 2L35.d(A � ; 2 � (1067MM] .1 . A■irr. � ' '' krfizgx c.dr it:ie anly..\tia rntomttgil nrrwryS nl u1 b rt rerun .. - .. . . . .. . . . 6 ' , 1. ., . ' r . . . car qtr rs 4 -t , . . - . . . . 35 �" .. . .. -W,. . .. ... . ..-------- _ . _-.. „ _ _. - - - r . - - _ , , ; . y,` r { !' i,r. I ... , . ., . '.- . ' w 1. *,,1 . .. - , Elect' ical L' end i.0 a T , . • .. . . . . 1. - . ' - - >' I . ,NV all toggle•switch . 111 " ,Wall mounted;bracket light'fixture . . ,/ Double outlet Ceili .flxWe . g `IY ,' . . . . 'GroundI 'faulk interceptor outlet �- --_ j ..ourescent Lighting„ �' k:xhaaist fannight �� ";. . Unaler rpunteir flourescI.ent'lighting' � . I I 10 . . , � _ TATS DOCUMENT IS AN ,%� I Motor/fan 11'ater-pcdof G. 1. outlet exterior . . INSTRUMENT OI'SERVICE, • ' x �. �� AND IS THE PROPERTY OF - - l ; 'Junction box Ceilart fan �1� `" - LAZO DESIGNS INC ANY USE g 1 OR REPRODUCTIONS WITHOUT EXPRESS ' �� Disconnect � , Electric panel^�206 am half, bath' WRI I7EN C'T PERMISSION OF Tk1 .. P, . r'3-- �. (::: _ I I ABOVE MEN'T'IONED PARTIES . O.. Rilgh-hat incandescent lighting E - , "f�}EC�I "I' . I I IS STRICTLY PROHIBITED. t, . . , F1r2r_`AL 0-1 a-' Yi1� I ' • It- FLX00. LI�HT� c�C0('YRIGFIT 2f�2 :. . IDI ____ _� ___.. --� ____ �._.. 1 . 1k -- i F I •, I CLIENT: w . I 1 - =-== 0 . YI 'and Mrs:' , Closet ( Mike Phillips` Bedroom'nU.2':. : �Bedroam nq 3"`a . t0 et ... ; . I . _t� - . .. - .. % , I .. �. ..� _�_.. ,u i . 1 T . � . ... . I - ,�7' ___j' Cloy�t �. . I , .. ,;� . .- oz - . . . Game,Roo& I I - 0 . . � 0 , . , - I ,, e ` . . . ( PROJECT: i I / ( 1. . . Restdenc i ; d*,T-N '- 013 �F r Sherry Drive .; . . �n ____ ,- . , ,- .. I and T th Strei t" . . �D LQ2�2_1 .• - , �,� I Atlant a Beach,' . ath nt 1 �� I+lorld t. 1. -- -1 all n Llnen.Clnset` 00I .1 _. - y I . J_"�V7 S ai vestibule'' . (owl ." .. . I I I ,\c . . m� .,_:,,:� .. . 7 . (0) , I . ! . Star U� ,J a nd. �cdr1.oom no 4 .. V1. CONSULTING L. . _ . . ' . . r' '� r r . . I)lnit! . - fl, Pew r knom g aam ENGINEER• . . _(�2 . { . ,. I . ..�- . i , , M. . , - 1. nn 11 _C� . Stora e` \ . . . , . t.11 . ''.. t.., . � . L -, . ,. �- . , • _ . . , I 'll 1 . I i I i In I I1 - .. - - , , r! . . r - '' 1 ; , „ i. - - i ko I r. r i�'� Ir R .. .. �l , . , 1 r r .. , - .. I : W A. I �i ,N\l .. - t " . . . - " ,i .. - En • , I . �, - o . ; ,.. . . �_:. I 1.0 1. - . � ,, R" i . ' =� ose . ;� - �' � n�c t� 1 i r • r. . - . fttl' O r , �_ t , ry•r . a . 6� , 41�L,� �\, r � I I W.P .1.. '. , 1. I � , . , . • r. I , , - 'd i; , r ov�N Garage r i . _ I , P. . . It. _ . ..... . �� g� ,h i' r tirvin - - :.� L ZO o �t A 't r• l� ath� � t�>m A. M C � - , , . " , r . - l 1 f I: . . este. B d . M r r U 0 I , IBES S , _ ICN ZN�C. . - . . ,___.....,... , l I . . . . t . , - Ir . , a - z � � �---,. -- I � 0 S RI S"I"REF.T� Klte�en: JACKSONVILLE , r ` 1 r .. w' I Qp . .. , . �r .., _ - '� - I3EACZI, w I: *C straw. 1 _ - FLOKII1A -32150 _ - -• - • . L . . . . .. I . I '. 0 1 . . r )t , ... I., I . , - 1. • ., - TEL(904)991 7281 .. . 0 I - I i I . rm ! . .. _ `!t' desi s an. Inxo n 1 Poi S alr� . n t1. @ __..... >; .. , . . ,/"-, I I , I , - . - .. . . I. . �� . 1 . . . � r 11 . y wP.�t .x : -, wP .. ENT:` I � S I�EE'T CO r=x NT , Gam. .. . 1 w....�. � . la' Elec"ri' 1`P na` _ t ca . , i . _.__._.._ I ; /. �_ . - - - - •'r .. \ . 1 w _ _ __ - . . . i �. �� 1'.... ",.% . . i H'T 1� ,� 1 LIGI-t�. . �' % U . . . . ._ I r . _�-_ . _.__ __ --_ ,.d, __ , . . , Covl�red „ . .. . 1. __- - _� . - I . ,_ I . I)riweway, f7 Driveway' 1:4 .It-][- I . I . I I .. _(t __ _ _. _ _� C7�------- _ _ _ t -.- �- -_~ FINAL REVISION M : . 11 fit' w RELEASE DATE . IV' �- ------_._..,- --- - _ �� - - _. _ "a.'!'1-E � ^N . . . - ya1. . .. . C�'AWN; 5. �, - . ... , , i d • • .. , 1 t /1+ I/.+�! : .I � . � Second Floor l 1 Basement, . � ectric an „ i - � . . ;.. .1ectr c '�an �4 First Floor electric Plan iia iia ., � : $, �, .- : r),AT: 0I -�0�,_03 . . . - . N I�r�.: 3� ?1 . . . r. � .w� r c: 5 . • 1. `,dEC T :1 . . 1. - . -. . . . I I I �., : _� , _ ", I . : *1. . . . I :� �: ! .1.' ' . ". . � - . I - 1 . � .I. . . I . .1 . . . . . . . . . I . . . . . . . . ; � . . " ., . ,� ''.1 1I I .. � .. . I` . . . . . I . . . I I . I . , . t. . � , I 1 . .. - ! . , ; �.' . : . . _ . . . j. I I —, . I.. I '. . �, - ' ' .. . .. . ! I. ., I . . " . - � . . . . , ,. tllirit, ". ,_ �" �I I - . . . . . . I . . .. . . . . . I . " ,� :, 1 - 1', _ m .. . ., . . L . ' '.1 ,�b -I' I.. .,. .. : :, I . . . . . . , : - . I 4 , . . . 1- - _ , I I I , li , �.,-�� I . .. . , . . . A 11 , V ! f <. W 1 . . .i r �� t.f . . . - 35'-0" REVISIONS BY g _pBEND #5 WALL REINFORCING 24" INTO SLAB — — 4" CONCRETE SLAB ON GRADE W/ — WWF 6x6 W1.4xW1.4 OVER 6MIL 10"dx24w" CONCRETE FOOTINGI — — — I VAPOR BARRIER ON COMPACTED W/ 3-#5 CONTINUOUS I F— I F FILL EL. +10'-21/4" c� I�TOP 0�'SLAB ' I in x TOP OF SLAB I I I �=III=III=I II 8" CMU STEM WALL W/ #5 VERTICAL UPLIFT (CONNECTOR 21ox4" OR 21)x6" SPF #2 STUDS DOWELS AT ALL CORNERS, INTERSECTIONS, AT TOP & BOT. OF 0 16" O.C. , ,SEE SCHED. �i—1 I I--I I I-II AND ® 48 STUDS O.C. FILL ALL CELLS SOLID W/ 2"ox1 O" ANCHOR BOLT CONCRETE GROUT 2x4 OR 2"x6;" P.T. SYP p 32 OC w iT / Mo,2 PLATE 2 x2 x 8 GRADE SLAB (ON GRADE,- �� / " PLATE WASHER I I7 2 ( I — SEE PLAN (EXP. BOLT MAY I 10"dx20w" MONOLITHIC S�-1 ( I —I i oo BE USED) THICKENED SLAB w ri —IX Xx 2- 5 CONTINUOUS I I or °. 4 t7- 4" CONCRETE SLAB ON I a ¢ o ��q 4.:4 GRADE W/ WWF 6x6 z I I �- I I W1.4xW1.4 OVER 6 MIL o I 1 "dx24 " CONCRETE FOOTING )-8)) 1o"x20" THICKENED 10"dx24w" CONCRETE FOOTING VAPOR BARRIER ON � � 1 �� w 3-# CONTINUOUS ;.� \- 10"x24" CONCRETE 1I SLAB W 2-� 5 ( I COMPACTED FILL � i EL. +10 --2 I 3" CL AR TYP FOOTING W/ 3-#5 CONTINUOUS # v w/ 3_#5 CONTINUOUS I I �� o , TOP OF SLAB I I 1 2,_p„ CONTINUOUS z ,n 1 Q I INTERIOR BEARING WALL 5---1 » » U) IK-5\ S_1 ~�� o 1 -0 dx2 -6 w MONOLITHIC I W I I CONCRETE FOUNDATION w/ I 5--1 3 I F.=_ z w o I ( 4--#5 CONTINUOUS AND TYPICAL / % I I D ILL 6 AND EPDXY 3pcs 1 J ECTI O J ECTION Q �� z o o I #3 HORIZONTAL ® 48 O.C. I j 5`5 I # x2 -,6 HORIZONTAL DOWELS 2 y ,Q , 00 IN 0 8 CMU RETAINING WALLS-1 SCALE: 3/4" =1'---0" �-lSCALE: 3/4*' =1'-O" !Y ¢ v 10 (TYPICAL 2 LOCATIONS) / / to 1111111111 111111111 ill I Ill ill Milli 9- Ui;JJwp lil-111.1.1-lijilill HIM 111H111111111 ilill 11 i 1-#5 VERTICAL DOWEL W/ STD 1--#6 VERTICAL DOWEL 0 8" O.C. 0 O m z 90' BEND INTO FOOTING W/ STD 90' BEND INTO FOOTING C� '- v._3 w _ ALIGNED W/ WALL REINFORCING W 'n o-1 0- ' ' ---- ---- 4" CONCRETE SLAB ALIGNED W/ WALL REINFORCING _ ,� J ON GRADE, SEE PLAN 4 CONCIRETE SLAB ABOVE HOLD DOWEL TOWARDS z �--•• �� I ABOVE o , ' p... :z o I I ON GRADE, SEE PLAN INTERIOR FACE OF CELL � I-1 ¢ U) I— :� I I 10"dx20"w MONOLITHIC i EL. + 0'-0" I EL. +0'-0" EL. +0'-0" !z CONCRETE FOOTING w/ - o D i TOP OF SLAB o x x =ice- x 4. a°.. axx a 4°x�a � 'x o4X X � a - TOP OF SLAB = 1'-0"dx2'-6"w MONOLITHIC I I 2-#5 CONTINUOUS — — I I °. TOP OF SLAB /� 4 L I d //\//��/ a' 4 //\// T / 4 v /\ CONCRETE FOUNDATION w/ o 4--#5 CONTINUOUS AND I I I #3 HORIZONTAL @ 48" O.C. I , » » I i I I 2'_p" 1'-0"dx2'-p»w 2,_6» 1'--0»dx2'--6"w 4 --0 x4 --0 x1 4 d — 1 I MONOLITHIC CONCRETE MONOLITHIC CONCRETE 2 CONCRETE POST FOOTING — S--1 w� 5-#5x3'-6" EACH WAY, 1 S-5 I FOUNDATION W/ 3-#5 FOUNDATION W� 4--#5 I— — CONTINUOUS AND #3 CONTINUOUS AND #3 BOTTOM I HORIZONTAL. @ 48" O.C. HORIZONTAL 48" O.C. _I � .^r. .__.__ SAWCUT' JOINT __._...._- _._ ._�_ �_��W 1'- "dx2'-6"w MONOLITHIC 3 S E C TI O N 4 SECTION I _I_.__ I CONCRETE FOUNDATION w/ V) r- ' I 4—#5 CONTINUOUS AND S- 1 SCALE: 3/4" =1'-0" �—lSCALE: 3/4" =1'-0" I i I #3 HORIZONTAL ® 48" O.C. 0 I [V J CV I 3/4" DEEP �— a < ! 0- I SAWCUT W/ SLAB ON GRADE, U o cn I o ELASTOMERICLJJ cJn cJn I SEALANT SEE PLAN V LLJ 4" CONCR TE SLAB ON I (� GRADE W/� WWF 6x6 x x x x n x I W1.4xW1.4 °OVER 6 MIiL I 4 0 Zof I VAPOR BAr;RIER ON I 5---1 I.,LI o cn 3 COMPACTE7 FILL ---•� I (� w 1'-O"dx2'-0"w MONOLITHIC NOTE: SAWCUT CONCRETE SLAB WITHIN Q CONCRETE FOUNDATIONw S_1 L — __ ._ _._. __. — — I — — .__ _._ ._ ^ . __I 4 TO 12 HOURS OF CONCRETE PLACEMENT. V) w o 3--#5 CONTINUOUS AND ' ARRANGE SAWCUTS TO CREATE APPROXIMATELYLjJ rf v #3 HORIZONTAL 0 48" O.C. 20' x 20' SQUARE PATTERN OVER THE < Ct _ ENTIRE SLAB. Q 2: z Un , w � 5'-0" 30'-0" a_ CIL U) z SAWCUT SLAB, TYPICAL Z _J Q 1'-0"dx2'-O"w MONOLITHIC RECESS TOP OF SLAB 3/4" AS 5 SECTI OaJCONCRETE FOUNDATION w/ REQ'D FOR OVERHEAD GARAGE 3-#5 CONTINUOUS AND DOOR - #3 HORIZONTAL ® 48" O.C. cy) �-lSCALE: 3/4 =10-0$) < (� 0 4'-0"x4 --0"x1'-6"d 4'--'-0"x4'-0"x2'-•-0"d 4'--0"x4'-0"x1'-6"d CONCRETE FOU DATION w/ CONCRETE FOUNDATION w/ CONCRETE FOUNDATION w/ 0 5-#5x 3'-6" EACH WAY, 5-#5x 3'--6" EACH WAY, 5-#5x 3'-6" EACH WAY, 0 BOTTOM BOTTOM BOTTOM _ � - � - F 7 7 S--2 L_ - -J L -J L — -J 5'--O" 15'-0" 15'-0" 16"x16" CMU PIER T SEE DETAIL 6/S-2 30'---0" (TYPICAL 3 LOCATIONS) FOUNDATION PLAN DRAWN SCALE: 1/4" = 1'-0" (o,-- MLC CHECKED CCK DATE ad 01/24/03 "r SCALE AS NOTED OB N0. 'SHEET N rl Y / ► sl ,p , fit C<P � ws SHEET 1 OF 7 REVISIONS BY 3 25" LAP MIN. S-5 ABOVE 35'-0" 1-#6 VERTICAL @ 8" O.C. 1-#6 VERTICAL AT EACH . CORNER, TYPICAL WINDOW FILL CELL SOLID WI/ 3000 psi 4 WINDOW/DOOR ROUGH OPENING CONCRETE #5 HORIZONTAL 1-#6 VERTICAL EACH • • ' ROUGH OPENING TIE BEAM REINFORCING " CMU WALL CORNER, INTERSECTION, 2-#5 VERTICAL AND @ 8" O.C. FILL CELL VERTICAL EACH CELL, FIRST a 8" CMU RETAINING WALL W/ 1 pc 2"x8" SYP P.T. 1-#5 4 SOLID W/ 3000 psi 1-#6 VERTICAL AT EACH 11 No.2 "BUCK" CENTERED IN CELL TWO CELLS CONCRETE GROUT. I CORNER, INTERSECTION, ao 5.25"x5.25" 2.0E � AND @ 8" O.C. -_-��._..------ PARALLAM PSL COLUMN v` T ---- N i 8" CMU WALL w/ 1 pc SIMPSON #5 HORIZONTAL -----�__ I ° TIE BEAM REINFORCING 1--#5 VERTICAL AT CORNER ABU66 POST BASE 1-#5 VE TICAL 1 pc 2"x8" P.T. SYP 1-#5 VERTICAL - El @ EACH FACE No.2 BUCK @ 16" O.C. TYPICAL HORIZONTAL SPLICE TYPICAL CORNER SPLICE 16'-10" S-5 13'-2" 1 DETAILr- DETAIL 3 SECTION 4 SECTION r I 5 " , » 3 » r „ 3 " r " 3 " r " 1 1-#5 VERTICAL EACH S-2 SCALE: /4 = l'-O" S-2 SCALE: /4 = 1 -0 S-2 SCALE: /4 = 1 -0 S-2 SCALE: /4El SIDE OF OPENING, 8" CMU RETAINING WALL W/ S-4 6"x6" P.T. SYP - SEE DETAIL 1/S-2 1-#6 VERTICAL AT EACH _ 0 2"x8" P.T. SYP No.2 PLATE w/ No.2 POST Lj El --- CORNER, INTERSECTION, j 1/2"Ox12" ANCHOR BOLT AND Z n 0 9 AND @ 8" O.C. N �� `� 2"x2"x'/8" PLATE WASHER @ 24" O.C. 1pc SIMPSON CBSQ66-SDS2 If S-2 PRECAST LINTEL EMBEDDED POST ANCHOR d o L :- FOR OPENINGS TO FOUR OPENINGS TO w 14--i/4"0x2" = z w o Cl 8" CMU WALL W/ 1-#5 w 3 -4 WIDE, 10'-0" WIDE, /SDS SCREWS i.,i WD J r7l VERTICAL AT EACH cv PROVIDE 2-#5 TOP, -F Q ._, z�- 00 # PROVIDE 2-�-#5 TOP CORNER, INTERSECTION, 1-#5 BOTTOM 2-#5 BOTTOM, AND �- 1Y ¢ 10 AND @ 48 O.C. - 3 STIRRUPS @ 8 O.C. 1 4 ¢ '0 S-2 - ,-4rr PRECAST LINTEL # 16"x16'" CMU PIER w/ S6 2 U _j m o 4'- " HIGH - UP TO 3 E UP TO 10 --0 WIDE 4-#5 VERTICAL AND - o z TIMBER BULKHEAD, 16 x16 CMU PIER w #3 TIES @ 12 O.C. SEE SITE PLAN - / Ld v 'J w L-1 L-2 ¢ 4--#5 VERTICAL AND FILL SOLID w/ o _ O z J 8 4'- " HIGH I #3 TIES @ 11 O.C. CONCRETE GROUT I 0-.• 2 o o U- �, 2-#5 VERTICAL EACH FACE, S-2 2- 5 VERTICAL EACHI FACE, NOTES: T FILL SOLID w - ! ¢ # TIMBER BU KHEAD / � SEE SITE PLAN 1. FOR OPENING LOCATIONS, SEE PLAN VIEW. CONCRETE GROUT EACH SIDE OF OPENING, EACH SIDE OF OPENING, „ 11111111111 PROV3. GRQUIDE T LINTEBESOLND WITHARIG "COIDE NCR�TE GROUT.SEE DETAIL 2/S-2 SEE DETAIL 2/S-2 [ire 10 , = J 15 'x16" CMU PIER �1_.---------------- ! . ---=_______---- TYPICAL LINTEL ABOVE OPENINGS =i L-z L-z 10 5 DETAIL 6 DETAIL ' '� - - _..__ '- � 1-#5 VERTICAL, AT EACH < CORNER, TYPICAL S-2 - _j 2'-10" 10'-0" 4'-4" 10'-0" 2'-10" S-2 SCALE: NTS S-2 SCALE: NTS 4'-0"x4'-0"x1"-6"d CONCRETE FOUNDATION 50ss--0 30 -O w/ 5-#5x3'-6" EACH ¢ �" (� INSTALL 5pcs 1/20 x 6" ANCHOR BOLTS @ 24" O.C. MAX. W/ 2"x2"x1/8" PLATE WASHER AT WAY, BOTTOM INTERIOR FACE OF WALL OPENING EACH SIDE TO RECEIVE 2"x8" P.T. WALL/DOOR PLATE GARAGE DOOR HEADER INSTALL 2pcs 1/2 0 x 6" 3" CL AR TYP 4'-0" ¢ BEAM AN REINFORCING ANCHOR BOLTS W/ 2"x2"x1/8" 8x16 CMU/GONG. U I Q PLATE WASHER ATI MII SPAN TIE BEAM AS PER [� I IAS PER PLAN PLAN 8"x8" PRE-CAST LINTEL 6 x6 P.T. SYP No.2 POST w l I� FOR SPRING BLOC�f ATACHMENT S E C TI O N O - r7 1pc SIMPSON CBSQ66-SDS2 16"x16" CMU IPIER. I _-I_•---_, - ---------------- ----..M.�---_-I _ I EMBEDDED POST ANCHOR SEE DETAIL 6//S-2 I i® - ------� --__-__--_- --__ ®I I --- - -- --- - S-2 SCALE: 3/4" = 1'---0" Z (TYPICAL 3 LOCATIONS) (TYPICAL 3 LOCATIONS) I I 1 I - - -- --- --- -- - - LJ #5 VERTICAL 1 I 2"x8" SYP No.2EACH FACE RTICAL W LI ® ® EACH FACE P.T. PLATE 7 AS PER PLAN I I AS PER PLAN NOTE: S-2 15'-0" 15'-O" I i® ®I I AS PER-PLAN J VLA o 8" CMU WALL 4'-0"x4'-0"x2'-O"d CONCRETE I I I I FOUNDATION w/ 5-#5 x 3 - "6 �12 1h 6" 2 16"I EACH WAY, BOTTOM AT CENTER f - o LL REINFORCING PLAN I I 0 NING R� I EACH FACEL POST ONLY Q (Y) w BASEMENT LEVEL 8 CMU WA #5 VERTICAL I 10 - -0 I AS PER PLAN FASTEN 2"x8" P.T. LLJ _ SCALE: 1/4" = 1'-0" EACH FACE I I® GAR OOR ®I I cn c) 10'-0"f AS PER I I I I SYP BUCK2T01 8D0CMUD W/ �- m PLAN I I I I 1/4"9x23/4" TAPCONS w v 2"x8" PT SYP a I I II 11 @ 12" O.C. INSTALL L� w NO. 2 CAP OPED ggCKFILG 11 11® II 11 3pcs MINIMUM EACH CL ¢ 0.40 CCA SL \\ N z II II ®11 11 SIDE FOUNDATION SLAB No.2xD00RTBUCK lo'-O" I I �C W CL I � N HEX NUT AND 1/2"0 x 12'-0" GARAGE DOOR "BUCK" FASTENING TO CMU DOOR BUCK FASTENING TO CMU X I GALVANIZED ROD I Ld �, OGEE WASHER @ 5'-0,,, 8 D E TA I L 9 DETAIL _j o S-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4" = 1'-0" 3"x8" PT SYP. N0.2 b WALER 0.80 CCA (TYP). o BULKHEAD STRUCTURAL NOTES: W STAGGER JOINTS OF 3"x8" I DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001. ALL CONCRETE SHALL HAVE F'c = 3000 psi WITH FIBERMESH. ALL REINFORCING WALERS. JOINTS SHALL cU STEEL SHALL BE GRADE 60. W r .. o ALIGN 7"-8" BUTT DIA. ALL LUMBER, TIMBER, AND PILING SHALL BE PRESSURE TREATED IN ACCORDANCE PILE SPACING ►. WITH AWPA STANDARDS C-2 AND C--14. THE PRESERVATIVES SHALL BE IN TIMBER PILING SHALL HAVE A 7" TO 8" MINIMUM BUTT DIAMETER AS INDICATED. < 2"x8" x 6'-0" PT SYP 12"V4/ x 24"DP x 30"L ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571J AND TTW-536 AND AWPA STANDARD P-5. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO oN0.2 0.80 CCA SHEETING CONCRETE DEADMAN I FASTENED TO ALERS AST IN PLACE N SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. W C ALL ROUND TIMBER PILES SHALL BE CLEAN PEELED IN ACCORDANCE WITH ASTMD---25 GALV. NAILS EACH SHEET. z 2 PCS-20d HOT DIPPED ® 5'-0" O.C. 1 ° WITH CLEAR WOOD STRENGTH VALUE AS IN ASTM D-2555. VERIFY ALL DIMENSIONS WITH CIVIL/SITE DRAWINGS. � o \ / ALL PILING IN GROUND SHALL BE 0.80 CCA. ALL 3"x8 WALER MATERIAL AND 2"x8" THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR I \ VERTICAL SHEET MATERIAL SHALL BE 0.80 CCA. ALL 2x8 CAP MATERIAL SHALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR DRAWN .4- COVER INTERIOR FACE MLC BE 0.40 CCA MATERIAL. THE ACTS OR OMISSIONS OF THE ARCHITECT, CONTRACTOR, OR ANY OTHER OF SHEETING WITH FILTER CLOTH PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CHECKED ALL LUMBER AND TIMBER SHALL BE SYP NO. 2 OR BETTER, WITH AN ALLOWABLE CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CCK BENDING STRESS Fb = 1200 psi, IN ACCORDANCE WITH SOUTHERN YELLOW PINE DATE 00 INSPECTION BUREAU GRADING RULES. DESIGN ASSUMPTIONS 01, 24/03 0- 'SCALE ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET THE FOLLOWING DESIGN INFORMATION WAS ASSUMED FOR THE ANALYSIS OF THE AS NOTED REQUIREMENTS OF ASTM A-325, TYPE I, AND HOT DIPPED GALVANIZED IN TIMBER BULKHEADS. ;�'''4}� ':`' ' c _ JOB NO. N ACCORDANCE WITH ASTM A--153. THREADED TIE RODS SHALL MEET REQUIREMENTS OF ;?*�, fiINr,4 •• �,� ', E02-166 7"-8"8 BUTT DIA. x 8'- ASTM A-36 AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-153. o = 30' Pa = 40 PSF SLOPED BACKFILL ,; -'�;� _� rF�'"-,Y, •� ,HEET PILE, 0.80 CCA @ 5'-0" O.C. w = 110 PCF Pp = 330 PSF = < No wO NUTS SHALL. MEET THE REQUIREMENTS OF ASTM-563, GRADE DH, AND HOT DIPPED CD .; > -~ 0» GALVANIZED IN ACCORDANCE WITH ASTM A-153. THE PRECEEDING DESIGN ASSUMPTIONS ARE BASE[ ON SUITABLE STRUCTURAL FILL � ' r ti rl_o",� SECTION AT 4 MAX. TIMBER BULKHEAD SYSTEM AND BACKFILL MATERIAL WITH NO ORGANIC MATERIIAL PRESENT. THE STRUCTURAL �� fi ---Y`yS 2 ALL NAILS, WASHERS, AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. ENGINEER SHALL B1= NOTIFIED IF UNSUITABLE SOIL IS ENCOUNTERED. S-2 SCALE: 3/4" = 1'-p" , �r�� ►• >, , lllll 1'11 ti . `••'•.:!Kf1, bi OF 7 -)350--0" UPLIFT CONNECTOR AT UPLIFT CONNECTOR AT REVISIONS BY TOP AND BOTTOM OF TOP AND BOTTOM OF 10'-•-6" 6'--•4" 10'—2" 8'—0" EACH STUD, SEE SCHEDULE EACH STUD, SEE SCHEDULE SW--1 ° ° N MBE OF FULL 2PCS 2"x4" SPF #2 FULL ° ° H GHT STUDS HEIGHT STUDS EACH (2)2"x8" SYP No.2 c° 0 NIN EIDES�F SIDE OF OPENING. HEADER BEAM O INTERIOR SW-1 SW-1 SW 1 SW--1 SHEARWALL `n HEADERP N R SCHEDULE , SEE DBI_ 2"x12" SYP #2 PLANS AND HEADER 0 a SCHEDULE a — ° HEADER STRAPS, HEADER STRAPS, 4 SEE UPLIFT SCHEDULE SEE UPLIFT SCHEDULE S-3 (3)2"x12" SYP No.2 (3)2"x12" SYP No.2 ROUGH OPENING ROUGH OPENING HEADER BEAM HEADER BEAM SEE ARCH SEE ARCH 2PCS 2"x4" SPF #2 JACK CLIPS OR STUDS THIS SIDE OF CLIPS OR CRIPPLE FHOLD DOWN AT OPENING SUPPORTING HOLDDOWN AT STUDS FOUNDATION, DOUBLE 2"x12" HEADER. 5 FOUNDATION, SEE SCHEDULE „ „ SPF S--6 SEE SCHEDULE 3PCS 2TH 5 SDE p� JACK OPENING SUPPORTING U DOUBLE 2"x12" HEADER. 3pcs 2"x4" SPF No.2 2pcs 2"x4" SPF No.2 � STUDS AT HEADER STUDS AT HEADER I� ¢ -j .z o � BEAM BEARING BEAM BEARING 1pc SIMPSON HTT22 w w o 0 (2)2„x12” ((TYPICAL) Q z SYP No.2 j =00 INTERIOR SHEARWALL HEADER INTERIOR SHEARWALL FRAMING AND STRAPPING FRAMING AND STRAPPING AT TYPICAL !Y ¢� no o UI I W--3 BEAM W--3 U I? ¢ ¢ "� z INTERIOR BEARING WALL INTERIOR BEARING WALL AT TYPICAL WALL OPENING INTERIOR BEARING WALL OPENING !� I o 0 [l U M a a D o Z - -1-—---`-- rl"ft� DETAIL 2 DETAIL n (J a `X 2 S--3 SCALE: NTS S-3 SCALE: NTS 0- :7 o o LL N@ S-3 EXAMPLE OF UNSUPPORTED (UNBLOCKED)UNBLOCKED) 0 I J d Y V) BOUNDARY OF 1-- .' v HEADER SPAN TABLE AND STUDS SHEARWALL OR PANEL EDGE. UNSUPPORTED PANEL EDGE IS v) !n ¢ w ODECKING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D �J 6x6 P.T. SYP No.2 I BY SCHEDUILE OR NOTES. _ ¢ , - HEADER BEAM WINDOW/DOOR 2x6 JACK 2x6 FULL � = POST ALIGNED w,/ U 6"x6" POST BELOW MAX OPENING STUDS HT STUDS 3pcs 2"x6" SPF No.2 Z ----------=---- �- _ -- -_-------=-7 7 � STUD AT EAM BEARING 2ND LEVELP N0.2 2'-0" 1 2 J X W--3 X SHEARWALL (2)2x10 SYP NO.2 3'-0"/4'•-••0" 1 2 ¢ INTERIOR 4pcs 2x4 SPF No.2 W-4 X 2ND LEVEL m SHEARWALL STUDS AT BEAM BEARING d. (2)2x8 SYP N0.2 3'-0" 1 2 GYPSUM BOARD (2)2"x10" SYP No.2 1 co FIRST LEVEL BATH OR PLYWOOD HEADER BEAM 5--4 (3)2x1O SYP NO.2 3'-O" 1 2 . • •• • EXAMPLE OF PANEL a FIRST LEVEL • •. EDGE W/ BLOCKING (--' a 16'-10" 13'-2" (3)2x12 SYP -NO.2 6'-0" 2 3 • • WHERE REQUIRED BY (, 2 2 0 FIRST LEVEL • • w NAIL SPACING AT SCHEDULE OR NOTES. SUPPORTED EDGES, (� 0 5.25X14.0" 2.0E r SEE NOTES OR ' ' PARALLAM PSL FLOOR 1) TYPICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN . . BEAM ABOVE 5 2) NUMBER OR JACK STUDS AND FULL HT STUDS EACH SIDE OF SCHEDULE 0 S-4 WALL OPENING, 2x6 SPF No.2, UNLESS NOTED OTHERWISE ON PLAN. STUDS, ROOF TRUSSES, Q LlJ 6"x6" P.T. SYP SHEARWALL SPECIFICATIONS OR FLOOR JOISTS 0 No.2 POST SW--1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x6" Z '2:TYPICAL 1 Q W ¢ o SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS ® 3" NAILING TO INTERMEDIATE I5--3 o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF 2 BLOCKING AT ALL SUPPORT IS 6" OC MAX, UON 2 c, (3)2 x10 SYP No. (3)2 x12 SYP No.2 # (D � HEADER BEAM HEADER BEAM HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 AT NAILING PATTERN FOR SHEATHING Ct ZT) W o EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT22 WITH w L.L 5/8"0 x 12" ANCHOR BOLT AND 32--16d COMMON WIRE NAILS. ON ROOF, FLOOR AND SHEARWALLS lLl � _ - a SW-2 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x6" 3 D ETAI L --� F- m 0 0 W--1 3O 3O SW-1 2O 0SW-1 SPF#2 STUDS AND �� FASTEN WITH 8d COMMON WIRE NAILS ® 3 S-3 SCALE: NTS (n L cv o.c. EDGES AND 6 o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL w 1 pc SIMPSON HTT22 HORIZONTAL JOINTS. INSTALL TWO PIECES SIMPSON CS16 AT (�.,,, U) z EACH END OF SHEARWALL SEGMENT. FASTEN THE CS16 WITH SIMPSON SPH6 AT 2x6 BLOCKING AT ALL .. (TYPICAL) LCONTINUOUS PLYWOOD SHEARWALL �- PRIOR TO FIREPLACE FRAMING 22---10d COMMON WIRE NAILS. EACH STUD TO HORIZONVAL JOINTS IN Q YJ ¢ TOP PLATE WALL SHEATHING W - 5W-3 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 3 PCS SIMPSON CS16, 40" LONG (3)2"x10" SYP No.2 2"X4" SPF #2 STUDS FASTEN WITH 8d COMMON WIRE NAILS a) 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT EXTERIOR WALL FRAMING HEADER BEAM I ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 AT ¢ EACH END OF SHEARWALL SEGMENT TO INTERIOR CONCRETE SLAB > » Y /2 CDX PLYWOOD SHEARWALL � OR 8" CMU WALL BELOW. FASTEN THE HTT22 TO THE INTERIOR 7 SHEATHING FASTENED TO STUDS W CONCRETE SLAB WITH 5/e"Ox12" THREADED STUD. DRILL 10" AND w/ 8d COMMON WIRE @ 3" OC EPDXY. FASTEN THE HTT22 TO THE DOUBLE STUDS WITH 32--16dA EDGE AND 6" OC FIELD W 6"x6" P.T. SYP No.2 COMMON WIRE NAILS. '/2" CDX PLYWOOD EXTERIOR �J POST (TYPICAL 3 LOCATIONS) SW-4 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER SHEATHING FASTENED TO STUDS 2"X4" SPF 2 STUDS FASTEN WITH 8d COMMON WIRE NAILS COD w/ 8d COMMON WIRE @ 3" OC �... # EDGE AND 6" OC FIELD ® ® 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL HORIZONTAL JOINTS, INSTALL TWO PIECES SIMPSON CS16 AT 51--0" 15'-0" 15'-0" EACH END OF SHEARWALL SEGMENT TO SHEARWALL BELOW. REAC IN A HOR FASTEN THE CS16 WITH 22-10d COMMON WIRE NAILS. EACH ND OF SHEAF ALL LL 30'-0" SEGM NT AS DERS EDULE 3 INDICATES ONE PIECE SIMPSON HTT22 2x6 SPF#2 STUDS 0 16" OC S--4 X INDICATES TWO PIECES SIMPSON C516 DOUBLE STUD EACH END INDICATES THE NUMBER OF FULL HEIGHT 2x6 STUDS EACH SIDE OF THE OF SHEARWALL ® WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH EA SCSTU TO AT EXTERIOR WALL w/ V "4x10" FIRST LEVEL SHEARWALL PLAN SIDE MINIMUM. BO OM PLATE ANCHOR BOLTS ® 24" OC SCALE: 1/4" = 1'--0" NOTES: w/ 2"x2"x'/," PLATE WASHER MLC 1) SEE DETAIL 3/S-3 FOR TYPICAL SHEATING NAILING PATTERNS. - LATERAL SHEAR AHCCHECKED DRILL 1 ALL TIMBER FRAMED INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED INDICATES BEARING WALL - 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. --------- ------_rr------- AND INSTALL /2"Ox8" WEDGE CCK W/ DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS ® EXPANSION ANCHORS w 2"4 [SATE 00 °' = INDICATES HEADER BEAM 3) AT SHEARWALLS WITH END REACTIONS OVER WOOD BEARING WALLS, PROVIDE / 01 24/03 .4. 16 O.C., AND 2x4 SYP No.2 BOTTOM PLATE, MINIMUM. (2)2x6 SPF #2 POST IN WALL AND FASTEN W/ 2pcs SIMPSON CS16 CONTINUOUSLY INTERIOR SHEARWALL WASHERS C� 32 OC SCALE DOWN TO FOUNDATION. AS NOTED 4) AT SHEARWALLS WITH END REACTION OVER WOOD BEAM, STRAP END STUDS OVER CONCRETE SLAB FIRST SHEARWALL STUD •'' Y r+' JOB N0. NAILED TO EXTERIOR TO BEAM WITH 2pcs SIMPSON CS16 CONTINUOUSLY TO SUPPORT POSTS AND �U Mi p ti. • • �►F;� �' E02-166 FINALLY TO FOUNDATION WITH SIMPSON HTT22. WALL FRAMING w/ 16d ^:.••`'�'� i �- �;. ' SHEET5) PROVIDE A MINIMUM OF A 2 STUD END POST AT SHEARWALLS THE END OF ALL g SHEARWALL SEGMENTS. NAILS 0 8" OC EACH SIDE 6) SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING WALL UNLESS 4 DETAIL EXTERIOR WALL FRAMING N INTERSECTIONS ARE SOLID 2x6 FRAMING NAILED TOGETHER WITH 10d NAILS AT AND SHEATHING � ,. ,;-3 SCALE: �/ „ - 1'-0>, 2 4 MINIMUM (ALL MEMBERS). SECTION A--- A'',, ��- T ''' , „ , `'• SHE�i OF 7 3&o s�-, 2x4 BLOCKING AT ALL ("REVISIONS BY HORIZONTAL JOINTS IN 1/21" CDX PLYWOOD ROOF SHEATHING, 35'-D" WALL SHEATHING 12 FASTEN W/ 8d COMMON WIRE NAILS 3PC5 SIMPSON CS16, 4Q" LONG @ 4" OC EDGES AND 6" OC FIELD, X W-2 X Q Q X WI-2 X EXTERIOR WALL FRAMING 6 PRE-ENGINEERED WOOD x ==4-- x ROOF TRUSSES @ 24" Oct WALL SEE ROOF FRAMING PLAN (2)2"x1 D" SHEATHING NG LFASOTNED TOOD RSTUDS p INSTALL 4 cs-16d TOENAILS SYP No.2 2pcs 2x6 SYP No.2 w/ 8d COMMON WIRE NAILS @ X EACH TRUSS TO TOP PLATE x HEADER STUDS AT GIRDER TRUSS REAC ION A HOR 3" OC EDGE AND 6" OC FIELD HURRICANE CLIPS PER UPLIFT 4 Q (2)2"x10" SYP No.2 BEAM BEARING EACH END EACH ENDO SHEA ALL S-4 �� HEADER BEAM 2 SEGM NT AS ERS EDULE 1/2" CDX PLYWOOD EXTERIOR WALL CONNECTOR SCHEDULE. FOR SHEATHING FASTENED TO STUDS HEAVY GIRDER TRUSSES, SEE w/ 8d COMMON WIRE NAILS @ DETAIL 2/S-4 3 ' OC EDGE AND 6" OC FIELD EL. +29'-5" x { 2x4 OR 2x6 SPF#2 STUDS @ 16" OC qv � TOP OF PLATE N DOUBLE STUD EACH END 1 pc SIMPSON SPH6 FROM DOIUBLE OF SHEARWALL TOP PLATE TO STUDS @ 16" O.C. 2'-0" Ii FLOOR JOIST OR BEAM 2"x6" SYP No.2 MAX. ' { x 5 II FRAMING BELOW DBL TOP PrLA7E /2 CDX PLYWOOD WALL SHEATHING. N Q (2)2"x10" SYP No.2 S-6 II FASTEN W/ 8d COMMON WIRE NAILS HEADER BEAM - 2"x6" SYP No.2 @ 3 OC EDGES AND 6" OC FIELD. U STUD @ 16" O.C. (SEE FLOOR PLANS FOR LOCATIONS o Q x j j »> OF SHEARWALLS), i-0 x Q " 3/4" T&G PLYWOOD, GLUE i-d } o N (2)2"x10" SYP No.2 --,,, �� AND FASTEN W/ 10-d COMMON { (1)2"x6" SYP No.2 = ;LD o cn 00 HEADER BEAM I WIRE NAILS ® 4" O,C. j BOTTOM PLATE if- :z _00 T- x O "x 0' SYP No. INTERIOR SHEAR WALL 8" CMU RETAINING EDGE AND 1. 6" O.C. FIELD Q .� �? N 04 @ E DE FE�M e OVER TIMBER BEAM WgLL F.F. EL, +20'-5" j 1pc SIMPSON CS16 STRAP FROM ¢v �� x �- i 2ND LEVEL STUDS TO 1ST LEVEL i? �� TOP OF PLY DECKS . » U r,: `t w o :� { STUDS @ 16 O.C. ,� o m o :m �, a 1 DETAIL N �zC)_3w I ,_ I LLJ �n v, � n. _ ¢ S-4 SCALE: 3/4„ = 1'-0" `j '� N �_ EL. +19'-21/4" _ �� O z -j Z i { TOP OF PLATE I- `4' cn ,� o 0 p GIRDER TRUSS SEE { ...i 4- 0 DEEP SYSTEM 42 PRE-ENGINEERED � !n Xx ROOF FRAMING PLAN I m2pcs FLOOR TRUSSES @ 24" O.C. —et� ':SIMPSON HTS24 = � ) I 5 STRAPS FROM GIRDER 2"x6" SYP No.2 U S-4 BEND STRAP TRUSS TO SUPPORT STUDS DBL TOP PLATE 1/2" CDX PLYWOOD WALL SHEATHING. OVER TRUSS FASTEN W/ 8d COMMON WIRE NAILS AS NEEDED 2"x6" SYP NO-2 @ 3" OC EDGES AND 6" OC FIELD. xI STUD @ 16" O.C. (SEE FLOOR PLANS FOR LOCATIONS z »> OF SHEARWALLS), 0 ii (2)2"x10" SYP No.2 2pcs 2"x6" SPF #2 - r HEADER BEAM SUPPORT STUDS AT PROFILE OF SIMPSON CS16 STRAP �-- I, GIRDER TRUSS BEARING P.T.��2x8� SYP #2 PLATE W/ UNDER SILL PLATE AND UP ONTO r �� /2 x10 ANCHOR BOLT W/ FIRST LEVEL WALL STUDS, STRAP L1J 2pcs 2"x6" SYP INo.2 2x2x1/2" PLATE WASHER ® 16" O.C. 2 x STUDS AT GIRDER TRUSS qj MATCHING STRAP BELOW @ 24" O.C. S--4 BEARING EACH END TO CREATE CONTINUOUS 2"x6" SYP No.2 BOTTOM PLATE w/ 2 LOAD PATH TO FOUNDATION 3/4" T&G PLYWOOD, GLUE -5/8"Ox10" ANCHOR BOLT w/ C) N 1 pc SIMPSON HTT22 ANCHOR AND FASTEN W/ 10--d COMMON 2"x2"x1/8" PLATE WASHER @ 24" O.C. z � S-4 STRAP AT SILL TO CREATE WIRE NAILS @ 4" O.C. (2)2"x8" SYP No.2 CONTINUOUS LOAD PATH EDGE AND 6" O.C. FIELD EL. +10'--11/2" (2)2"x8" SYP No.2 FROM GIRDER TRUSS TO „ LL,J HEADER BEAM HEADER BEAM 2x6 SILL PLATE AT 8 CMU WALL BELOW 8" CMU WALL BEARING F.F. EL. +10'-21/4' ,� TOP OF WDPLATE Z C, EL. +10'-0" TOP OF PLY DECO"' G7 x =� '� 5/a"Ox12" ANCHOR BOLT, d' TOP OF CMU WALL Q -- Q X W_2 XQ 20 COUPLER NUT, AND ALLTHREAD ►i N GRADE J L� o 7 CONNECTOR TO 8 CMU WALL ►► ��„� _-- C__] S-�6 I I IE"."8 x8 CMU OPEN �� w o .- TBOTTOM LINTEL BLOCK STRAP ANCHOR FROM GIRDER TRUSS ” ERJ -TIE BEAM W/ 2-#5 CONTINUOUS —.I LJ f 5)-0)) 30'-0" A - 14 DEEP SYSTEM 42 PRE—ENGINE ED I I,__�__ a� iii---i � �----ice ►- -i ► i-- TO 8" CMU WALL BELOW FLOOR TRUSSES @ 24" 0.C. m III III , I ► 1= z V" ! w U 2 DETAIL III=- CL V) z SECOND LEVEL SHEARWALL PLAN _-- SCALE: 1/4" = 1'-0" S-4 SCALE: NTS LL.� _.,J 1) ALL TIMBER FRAMED INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED INDICATES BEARING WALL 8" CMU RETAINING WALL W/ DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS @ 1-#6 VERTICAL, CENTER IN CELL, CL_ 16" O.C., AND 2"x4" SYP No.2 BOTTOM PLATE, MINIMUM. -- INDICATES HEADER BEAM @ 8" O.C. AND ALL CORNERS GIRDER TRUSS, SEE1-#6 VERTICAL DOWEL @ 8" O.C. AND INTERSECTIONS. GROUT CELLS —j ROOF FRAMING PLAN 2pcs SIMPSON HTS30CW/ STD 9Q' BEND INTO FOOTING SOLID WITH CONCRETE GROUT Ld STRAPS FROM GIRDER ALIGNED W/ WALL REINFORCING ABOVE, FULL BLOCKING FOR TRUSS TO HEADER BEAM HOLD DOWEL TOWARDS INTERIOR CL Li 1/2" CDX PLYWOOD ROOF SHEATHING, FACE OF CELL GIRDER BEARING AND z ¢ --� 12 FASTEN w/ 8d COMMON WIRE NAILS STRAPS 4" CONCRETE SLAB ON GRADE W/ 6 @ 4" OC EDGES AND 6" OC FIELD. WWF 6x6 W1.4xW1.4 OVER 6MIL o HEADER SEE PLAN VAPOR BARRIER ON COMPACTED ►� PREENGINEERED ROOF TRUSS @ 24" O.C. FILL OR 2"x8" SYP NO.2 RAFTER @ 16" Q.C. EL. +0'-0" 39" 0 INSTALL 4pcs-16d TOENAILS _ x " x qv TOP OF SLAB DEREACH TRUSS TO TOP PLATE HEA UPLIFTTRAPS SCHEDULE � - 23" HURRICANE CLIPS PER UPLIFT —III— I U) CONNECTOR SCHEDULE #6 DOWEL 2pcs 2"x6" SPF #2 SUPPORT1'-0"Dx2'-6"W MONOLITHIC STUDS AT GIRDER TRUSS BEARING .2 -6 CONCRETE FOUNDATION w/ 4- 5 CONTINUOUS AND 3 1 c SIMPSON HTT22 ANCHOR EACH SIDE OF HEADER BEAM HORIZONTAL @ 48" O,C. # /i6" OSB CEILING DIAPHRAM. P FASTEN w/ 8d COMMON WIRE „ STRAP AT SILL TO CREATE CONTINUOUS LOAD PATH DRAWN NAILS @ 6 O.C. EDGES 3.50 x11.25 2.0E PARALLAM FROM GIRDER TRUSS TO „ MLC AND 6" O.C. FIELD I PSL PORCH ROOF BEAM 8" CMU WALL BELOW 8" SILL PLATE I 5 THREE STORY WALL SECTION CHECKED 8 CMU WALL BEARING CCK 6"x6" P.T. SYP No.2 -----' 11 I 5 5 --4 SCALE: "/4" = 1'-O" � POST BEYOND � I I /a x12 ANCHOR BOLT, 01��24/03 COUPLER NUT, AND ALLTHREAD CONNECTOR TO 8 CMU WALL 'SCALE AS NOTED PARTIAL SECTION AT (FRONT PORCH STRAP ANCHOR FROM GIRDER TRUSS ..... JOB No. E02-166 WITH CEILING DIAPHRAGM THROUGH HEADER TO 8 CMU WALL BELOW =. i EET 3 SECTI ON 4 DETAIL 5--4 SCALE: NTS S-4 SCALE: NTS / " ` '� A S-,. SHEET 4. OF 7 1 pc SIMPSOM HGUS48 FACE MOUNT REVISIOPdS BY HANGER w/ 12-�16d COMMON WIRE 3/4" T&G PLYWOOD, GLUE 5.25"x16.0" 2.0E 3/4" T&G PLYWOOD, GLUE NAILS INTO BEAM AND 12-1/a"0x2 /a" AND FASTEN W/ 10d COMMON PARALLAM PSL (2)2"x10" P.T. SYP No.2 AND FASTEN W/ 10d COMMON 8" CMU RETAINING TAPCONS INTO 8" CMU WALL. 5 3 WIRE NAILS ® 4" O.C. FLOOR BEAM LEDGER w/ 5/8"bX8" WIRE NAILS ® 4" O.C. WALL BELOW (TYPICAL EACH END) 35'-0" 5--5 5--5 EDGE AND 6" O.C. FIELD ANCHOR BOLTS 0 16" O.C., EDGE AND 6" O.C. FIELD STAGGERED 2"x6" P.T. SYP No.2 LEDGER w/ 5/g"bx8" ANCHOR BOLTS ® 16" O.C. LN • (2)2"x10" P.T. SYP n , 1 r » » c*4 I 8"x16" CMU OPEN No.2 LEDGER w/ L ¢ �. J (2)2 x10 P.T. SYP ^I BOTTOM LINTEL TIE 5/8"45x8" ANCHOR r o _ ' 2 ¢ 1�r No.2 LEDGER w/ 5/e'�45x8" • BEAM W/ 2-#5 TOP • • ANCHOR BOLTS ® 16 O.C., AND BOTTOM, BOLTS @ 16" O.C., o -� © STAGGERED I L S-5 J L J � CONTINUOUS STAGGERED as r v ¢ ��r v , a0 14" DEEP SYSTEM 42 PRE--ENGINEERED \\-'PC SIMPSON THA422 x I ( ADJUSTABLE TRUSS HANGER 3.5"x9.5" 2.0E PARALLAM 2"x6" P.T. SYP L :" ¢ ¢ ° ¢� L o FLOOR TRUSSES Z4" O.C. (TYPICAL EACH END) PSL FLOOR HEADER BEAM No.2 LEDGER w/ rr N , 14" DEEP SYSTEM 42 5/8"45x8" ANCHOR Cr J L hl CJI PARA LAM PSL POST 8 CMU RETAINING PRE-ENGINEERED FLOOR BOLTS 016" O.C. WALL w/ 1-#6 TRUSSES 0 24" O.C. „ r w -� w 8" CMU RETAINING VERTICAL @ 8" O.C. (2)2 x12 P.T. SYP L co X �IJiL c J WALL BELOW 5.25"x5.25" 2.0E 1 pc SIMPSON THA422 No.2 FLOOR HEADER J r , r .� PARALLAM PSL POST ADJUSTABLE TRUSS HANGER BEAM ..I 160-7p) cv a- 13 --5 (TYPICAL EACH END) 1 pc SIMPSON LUS28 L JL J U FACE MOUNT HANGER � r in r o o AT EACH JOIST 1 o JL ; 2 SECTION 0 JLa r o , r o , N 1 pc SIMPSON ABU66 POST5-5 SCALE: 3/4" -= 1'---0"zf� _ �z w a � I� Z) _j L � � JAL 5--5 � BASE w/ 5/8" x12" THREADED STUD. ,l o J r d r a 1 DRILL 10" AND EPDXY. FASTEN w/ 3/a" T&G PLYWOOD), GLUE 1 ROW 1 Od COMMON :< j 00 2"x8" P.T. SYP No.2 1 w I w - WIRE NAILS ® 4" O.C. it = co � ¢ + O in 1 c SIMPSON THA422 » 12-16d COMMON WIRE NAILS AND FASTEN W/ 10d COMMON ¢ v V3 JOISTS 0 24 O.C. J1 L w � �-�J L w J p 4 SLAB ON GRADE, r z m �� r z , ADJUSTABLE TRUSS HANGER SEE PLAN WIRE NAILS 0 44 O.C. �j ;= a m o w w (TYPICAL EACH END) EDGE AND 6 O.C;. FIELD 3 iY o w z 6"x6" P.T. SYP L z JiL z J : •4 a /a STEP (n w X 4 x -ac X d x x' -�=X 4 Ld �n �n J No.2 POST ABOVE r w N cr, r w , M d c a. 4 = 1,7 o 4 & v d ZooLL (2)2"x12" P.T. SYP L o oJ�L J 2"x10" P.T. SYP No.2 LEDGER w/ e �' _ �4 d e 4 4 Q,N 0 No.2 FLOOR HEADER o r X r - , 5 » » » ° • . o^� 4 .. 4.4 I- :J 14" DEEP SYSTEM 42 "� BEAM I L ¢ �n mJ'L J /8 45x8 ANCHOR BOLTS @ 16 O.C. d , e a' d • 1- 5 CONTINUOUS - z o) 4'-0"x4'-0"x1'-4"D # $ CMU r ori , r , MONOLITHIC CONCRETE PRE--ENGINEEREED FLOOR 2"x8" P.T. SYP No.2 WALL L J'L J 4'---0" FOOTING w/ 5-#5 EACH TRUSSES ®> 24" O.C. 8"x8" CMU/CONCRETE TIE C� 5 BELOW WAY, BOTTOM BEAM w 2- 5 CONTINUOUS LEDGER w/ /8 Ox8 r � [ 2 x6 P.T. SYP N0.2 # ANCHOR BOLT 1 SECT ION L4EDGER w/ 3/e"45x8" 24" © 16" O.C. -i r-1 r-1 r r-r r-i r-i r-i r-i r-� r-i r-i r--� r-1 r-ii r-1 r� r� r� r� r r 3 ANCHOR, BOLTS 0 16" O.C. 7S-5 SCALE: /a" = 1'---�0" #5 BEINT BAR ® 16" O.C. #5 BENT (2)2"x`10" P.T. SYP 32 BAR No.2 LEDGER w/ 5/8"45x8" (2)2"x1 P.T. SYP 2"x6" SPF No.2 8" C.MU RETAINING��WALL ANCHOR BOLTS 0 16" O.C., No.2 LEDGER w/ 5/8"Ox8" STUDS @ 16" O.C. I I w/ 1--#6 VERTICAL 0 8 O.C. STAGGERED ANCHORBOLTS @ 16" O.C., I 2" 10" P. S 2 E J IS ® 6" C STAGGERED I I5 BENT BAR z (1)2"x6" SYP No.2 6"x6" P.T. SYP No.2 SECTION Q vn BOTTOM PLATE I POST BEYOND 3 '04cj S-5 SCALE: 3/a" cv N r 3/4" T&G PLYWOOD, GLUE I .� AND FASTEN W/ 10d COMMON 2"x10" P.T. SYP No.2 ► I WIRE NAILS Cdr 4" O.C. LEDGER w/ 5/8"45x8" i I SOLID DECKING. FASTEN C.7 ANCHOR I » " » EDGE AND 6 O.C. FIELD R BOLTS c� 16 0 C,, I I EACH 2x6 TO THE 2x10) � LLQ STAGGERED I DECK JOIST w/ 2pcs 1O 4 STEP I I j HOT DIPPED GALVANIZED WAILS 6x6" .T. SYP No.2 POS BELOW LJ LJ LJ L LJ LJ LJ LJ LJ LJ L J L.J LJ L LJ LJ LJ L1_j __jL L I I LLQ �.�.. 5.25"x11.25" PRESSURE C� TREATED 2.0E PARALLAM o --i - 15' -0" 15'- 0" PSL DECK BEAM w Lu � 5 --0 4 30 -0 I I LL1 U S-5 » 14" DEEP SYSTEM 42-7I 0 w 5.25 x11.25 Z.OE PRESSURE TREATED "x10" P.T. SYP No.2 0 z m ~ PARALLAM PSL DECK BEAM PRE-ENGINEERED FLOOR 2 I I TRUSSES ® 24" O,C. DECK JOISTS ® 16" O.C. 6"x6" P.T. SYP N0.2 I ► POST BEYOND U ---� L� z 1 pc SIMPSON LUS210 STAINLESS STEEL 1 pc SIMPSON LUS210 I Li- CL FACE MOUNT HANGER AT EACH JOIST 8"X16" CMU OPEN BOTTOM LINTEL TIE STAINLESS STEEL FIRST LEVEL FLOOR FRAMING PLAN BEAM W/ 2--#5 TOP AND BOTTOM, FACE MOUNT HANGER � CONTINUOUS SCALE: 1/4" = 1 -0" (2)2"x10" P.T. SYP N0.2 --21/a" TOP OF PLYWOOD FLOOR DECK. LEDGER w/ 5/8"Ox8" 1) EL. +10' FLOOR DESIGN LOADS ANCHOR BOLTS ® 16 O.C., w CL 2) ALL FLOOR TRUSSES SHALL BE 14" DEEP SYSTEM 42 PRE--ENGINEERED FLOOR LIVE LOAD = 40 PSF STAGGERED --� FLOOR TRUSSES DESIGNED BY A REGISTERED ENGINEER IN THE STATE FLOOR DEAD LOAD = 20 PSF OF FLORIDA. DECK LIVE LOAD = 40 PSF I--" 3) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS ® 16" O.C,, 4 S E C T I ON 11/16"45 HOLES AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, MINIMUM. 3 a 11/16"�O HOLES - 1 -0 4) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS S--5 SCALE: / Il?1/4x6 x6 x1 -11/2 MANUFACTURED BY TRUS JOIST OR EQUAL. PLATE 5) (+0") INDICATES TOP OF BEAM FLUSH W/ TOP OF FLOOR TRUSS, 6) (-14") INDICATES TOP OF BEAM SUPPORTING BOTTOM OF FLOOR JOISTS. 3/4" T&G PLYWOOD, GLUE 1 ROW 10d COMMON AND FASTEN W/ 10d COMMON WIRE NAILS ® 4" O.C. WIRE NAILS ® 4" O.C. �D EDGE AND 6" O.C. FIELD ►� ; 3/4" STEP [W,"x6"x6"x1'11/2» BEAM . 6 PLATE SADDLE HANGER w/ 3pcs 5/8"b THROUGH BOLTS AND 4pcs 5/a"Ox6" ANCHOR BOLTS 1-#5 CONTINUOUS 2" (TYPICAL EACH END) r-71RAWN 8"x8" CMU/CONCRETE TIE 6" MLC BEAM w/ 2--#5 CONTINUOUS CHECKED 5.25"x16.0" 2.0E » CCK PARALLAM PSL FLOOR BEAM 24 V/a" BOTTOM SEAT PLATE 01/124/03 w- #5 BENT BAR ® 16" O.C. 32 #5 BENT AS NOTED 8" CMU RETAINING WALL BAR w/ 1-#6 VERTICAL ® 8" O.C. BEAM PLATE SADDLE HANGER Eo2 166 #5 BENT BARr r,. SHEET cJ Q fes• 5 SECTION 6 DETAIL 3: ra '' S-5 SCALE: 3/a" 1'-O" S-5 SCALE: 35/4" - 1'-0" = 'r SHEET W) OF 7 (REVISIONS BY (3)2"x12" (3)2"x12" (3)2"x12" _ ' 3/4' STURDI-FLOOR SUB FLOOR PLYWOOD ' 2,' CDX PLYWOOD ROOF SHEATHING, SHEATHING. GLUE AND FASTEN TO WOOD12 FASTEN w/ 8d COMMON WIRE NAILS - - - j TRUSSES W/ 10d COMMON WIRE NAILS - ® 4' OC EDGES AND 6" OC FIELD. I © 4" O.C. EDGE AND ® 6" O.C. FIELD 6 PRE--ENGINEERED WOOD 1 ROW 10d COMMON WIRE ROOF TRUSSES ® 24" OC, TSEE ROOF FRAMING PLAN NAILS 4" O.C. EL. +20'--5" j STOP OF PLY DECK INSTALL 4pcs--16d TOENAILS EACH TRUSS TO TOP PLATE HURRICANE CLIPS PER UPLIFT "j I CONNECTOR SCHEDULE. FOR I I I r HEAVY GIRDER TRUSSES, SEE 2/S--4 14 PRE ENGI EREq WOOP FL R T SSE ® 2 " O.q. j j4EL, +19'-2V/a" DETAIL BOTTOM OF BEAM j 14" DEEP SYSTEM 42 (2) 2"x12" SYP NO.2 EL. +29'-5" I PRE--ENGINEERED FLOOR INTERIOR HEADER BEAM II TRUSSES ® 24" O.C. TOP OF PLATE I AS PER PLAN 1 pc SIMPSON SPH6 FROM DOUBLE S 1 6 S?6 i 1 SECTION TOP PLATE TO STUDS @ 161" O.C. 2 —o „ I I 2"x6" SYP' No.2 o I ► S--6 SCALE: 3/4 = 1'-0" DBL TOP IPLATE /2" CDX PLYWOOD WALL SHEATHING. z a ' 1� 2)2' 1 YP N .2�� I FASTEN W/ 8d COMMON WIRE NAILS 0- 0 INT IOR BEAR G W LL EAD R BE M ( 14 ) I INT RIOR EARIJ G W LL I 2"x6" SYP' No.2 ® 3" OC EDGES AND 6" OC FIELD. }. o - 14 DEEP SYSTEM 42 PRE-ENGINEERED STUD ® 16"' O.C. (SEE FLOOR PLANS FOR LOCATIONS I FLOOR TRUSSES 0 24" O.C. Z v)STUD OF SHEARWALLS). — iz N j 3 Gj + I 2 ROWS 10d COMMON WIRE 3/4" T&G PLYWOOD, GLUE N p I S - �> 1pc IMP N H 416 ► / „ >, ¢ FAC MO T H N16 I NAILS ® 4" O.C. AND FASTEN W 10-d COMMON Lv :z 0 (1)2 x6 SYP No.2 © I I M j4 EL. +20'--•5" WIRE NAILS ® 4 O,C. BOTTOM PLATE --- 'Z Ld o 3 I w/ 8--16 CO MON >, I - EDGE AND 6 O.C. FIELD o 6 x P. SYP No.2 a d TOP OF PLY DECK Q z w R I ¢af 'I WIRE NAIL I --� N M I �w PO T BE OW I I ,moo N „ I 1 c SIMPSON CS16 STRAP FROM ¢ <_ ¢ INTERIOR ¢� ( I ¢ F.F, EL. +20 -5 M I P it ¢v ¢ ¢ .I I 2ND LEVEL STUDS TO 1ST LEVEL ¢ '�' = I BEARING ixw I I N z I WALL a=J J L J L J J L J L J L �J L J L J L J L I I `r TOP OF PLY DECK EL. +19'-2' rr - I STUDS ® 16" O.C. �� o m o O � �' — Y a Z r-i r� �-I r 9 T -9 �I r-�1 r -1 r� I r�� -i r -1 r I TOP OF WD PLATE `i I pr �Y w w L'" i 5.25" 14.0" 2.0E PAR LAM P - I „ „ I W in V) J d ¢ I L00 BEA (+0 ) I DBL 2x4 SYP No.2 PLATE 2x4 SPF No.2 `j EL. +19'-2'/4" _ �� O Z _ , m I STUDS @ 16" O.C. CL .z o ��- \- 1pc SIMPSON THA44 ADJUSTABLE TOP OF PLATE01'.4' j I TRUSS HANGER (TYPICAL) 14" DEEP SYSTEM 42 PRE--ENGINEERED m n ¢ 4 I FLOOR TRUSSES ® 24" O.C. --- j -- - I 1 -10" S_6 13'-- 2 SECTION (2)2„x10” Lill 3 „ , 2"x6" SYP No.2 U 5--6 SCALE: /4 = 1 ---0 � DBL TOP PLATE /2» CDX PLYWOOD WALL SHEATHING. FASTEN W 8d COMMON WIRE NAILS 1 PR -ENGINEERI D W D FLDOR RUSS S @ Z4" C. i 14" DEEP SYSTEM 42 "PRE-ENGINEERED O.C. 2x6., SYP' No.2 0 3" OC EDGES AND 6" OC FIELD. I FLOOR TRUSSES ® 24 I 1 ROWS 10d COMMON WIRE STUD @ 16"' O.C. (SEE FLOOR PLANS FOR LOCATIONS NAILS ® 4" O.C. OF SHEARWALLS). I j ¢ TOP OF PLY DECK z N 1 pc SIMPSON SPH4 FROM BOTTOM I I cv .I PLATE TO STUDS ® 16" O.C. I I _j EL. +19'-21_,x" BEND #5 WALL REINFORCING 2"x6" SYP No.2 BOTTOM PLATE w/ [1 , -� OP OF WD PLATE 24" INTO SLAB 5/,,"0x10" ANCHOR BOLT w/ I I 2x4 SPF No.2 DBL 2x4 SYP No.2 PLATE WWF 6x6 W1.4xW1.4 OVER EMI STUDS ® 16 O.C. 4" CONCRETE SLAB ON GRADE \N1 2"x2"x' 8" PLATE WASHER C�7 24" O.C. (� L- -- - --- - - -- --- --- - -- - �J VAPOR BARRIER ON COMPACTED CC 3 2"x10" --(3 2"x121 (3)2"x10" ti FILL EL. +10'-21/4C L� ( ) > SECTION x X x Q3 _ _ TOP OF SLAB S-- 6 010, SCALE: 3/a" = 1'-O" I=I I I�I ( I� I I I�I 8" CMU STEM WALL W/ #5 VERTICAL W o I--III=�I I ISI I I DOWELS AT ALL CORNERS, INTERSECTIONS, �� o SECOND LEVEL FLOOR FRAMING PLAN 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD III=III I I (=I AND 0 48" O.C. FILL ALL CELLS SOLID W/ "— w SHEATHING. GLUE AND FASTEN TO WOOD III III III CONCRETE GROUT Cn _ SCALE: 1/4" = 1'-0" TRUSSES W/ 10d COMMON WIRE NAILS GRADE Q LA v ,�„ ® 4" O.C. EDGE AND @ 6" O.C. FIELD �� w 1) EL. +20'-5"" TOP OF PLYWOOD FLOOR DECK. m - z 2) ALL FLOOR TRUSSES SHALL BE 14" DEEP SYSTEM 42 PRE-ENGINEERED 5.25"x14.0" 2.0E PARALLAM �I ' oo � ,J w INDICATES BEARING WALL PSL FLOOR BEAM III-III �-. �n > 0 FLOOR TRUSSES DESIGNED BY A REGISTERED ENGINEER IN THE STATE w �- OF FLORIDA. » o ¢ r- = INDICATES HEADER BEAM EL. +20'-5" 3) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH - ---� DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS CSD 16" O.C., ¢ TOP OF PLY DECK W _J » ►� � w 10"x24" CONCRETE AND 2x4 P.T. SYP No.2 BOTTOM PLATE, MINIMUM. FLOOR DESIGN LOADS N _I �' > -- 4) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS A5 FLOOR LIVE LOAD = 40PSF I Y FOOTING W/ 3-#5 w MANUFACTURED BY TRUS JOIST OR EQUAL. FLOOR DEAD LOAD = 20PSF 3 CL AR TYP CONTINUOUS _j 5) (+0") INDICATES TOP OF BEAM FLUSH W/ TOP OF FLOOR TRUSS. 21--0" 6) (-14") INDICATES TOP OF BEAM SUPPORTING BOTTOM OF FLOOR JOISTS. 14" DEEP SYSTEM 42 \\-lpc SIMPSON THA422 0 PRE---ENGINEERED FLOOR ADJUSTABLE TRUSS HANGER Z TRUSSES ® 24" O.C. (TYPICAL EACH END) 5 SECTION O \""- 6"x6" P.T. SYP No.2 S-6 SCALE: 3/4" = 1'---0" U POST W 4 1 ROW 8d COMMON WIRE SECTION NAILS 0 3" O.C. S-6 SCALE: 3/4" = 1'-0" 1/2" CDX PLYWOOD ROOF SHEATHING. �_� � ,, PREENGINEERED ROOF TRUSS @ 24" O.C. 2"x6" SYP No.2FASTEN TO TRUSSES w/ 8d COMMON w/ 63/1 " HEEL HEIGHT LEDGER w/ 3 ROWS WIRE NAILS @ 4" O.C. EDGES AND . SPLICE 2"x6" x 6'-0" P.T. SYP NO.2 16d COMMON WIRE 6" O.C. FIELD _ EXPOSED RAFTER TAIL TO EACH ROOF NAILS ® 16" O.C. TRUSS @ 24" O.C. 1/2" CDX PLYWOOD SHEATHING 1"x6" TONGUE AND GROOVE 2"x6" SPF No.2 NAILED w/ Sd COMMON AT 6" O.C. V-�-NOTCH EXPOSED SOFFIT STUDS @16"O.C. EDGE AND 6" O.C.. FIELD (FOR • _ MLC NAILING AT SHEARWALLS, SEE SCHEDULE. FOR LOCATION OF 12d COMMON WIRE NAILS 2:�,, CHECKED SHEARWALLS, SEE FLOOR PLANS) @ 6 O.C. STAGGERED ° CCK ( = 01 X124/03 00 PRE-ENGINEERED ROOFPo Ld TRUSS ® 24" O.C., °° I co = AS SNOTED SECTION AT LOWER ROOF INTERSECTION cri Eoz 16 „I,II•,,o,l,,,. WITH UPPER WALL FRAMING ALTERNATE EXPOSED RAFTER DETAIL SHEET r� rT� ., SECTION 6 SECTION • `�rS - 6 oS-6 SCALE: NTS 5--6 SCALE: 11/2" = l'-O"' CUT BACK TOP OF RAFTER =Lz�fi 3.Ir 12-4 G3 AA TAIL 3/4" TO RECEIVE SCROLo, E,DG , . T&G SOFFIT AS PER �,R •. ``�' c SHEET 6 OF 7 UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES: REVISIONS BY ALTERNATE THREADED R 0 D DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE CONNECTION SYSTEM THREADED ROD ANCHORING MEMBER SUPPORT SIMPSON CONNECTOR 2001, WINgD DESIGN PER ASCE 7-98. NOT LOCATED WITHIN WIND BORNE DEBRIS SYSTEM FROM ABOVE. REGION, DESIGNED AS "ENCLOSED." THE CONTRACTOR SHALL INSTALL IMPACT The contractor shall utilize the all-thread uplift connection system in lieu of some COMMON TRUSS: DBL TOP PLATE 2 MTS12 OR AND 1 H2.5 RESISTANT* WINDOW/DOOR GLAZING SYSTEM OR STRUCTURAL SHUTTERS IN of the light gauge metal connectors specified. SECURE TO BEAM w/ 1pc SIMPSON HEADER BEAM 2 MTS12 OR �1�H`16 1H16 AND �1�H2.5 ACCORDANICE WITH SECTION 1606.1.4. HTT16 w/ 18-16d COMMON WIRE INTERIOR BEARING 2 MTS12 Uplift connectors from the various truss members, conventional rafters, header NAILS MIN. FOR '/2"0 THREADED GIRDER TRUSS SPECIFIED HANGER AND (2)A35 GROUFP R RESIDENTIAL OCCUPANCY beams, and support studs, shall be installed in accordance with the Uplift Connector ROD. SECURE TO BEAM W/ 1 pc SIMPSON PORCH HEADER BEAM (2)MTS12 OR (1)H16 AND (1)H2.5 TYPE VI CONSTRUCTIONS Schedule, HTT22 W/ 32-16d COMMON WIRE UNPROTECTED JACK TRUSS: DBL TOP PLATE 1 MTS12 O (1)H16 UNSPFRINKLED All-Thread Uplift Connection System NAILS FOR 5/8"� THREADED ROD. HEADER BEAM 1�MTSl2 OR (1)H16 GIRDER TRUSS 1A35 1. LIVE LOADS III PORCH HEADER BEAM 2 MTS12 OR 1 H16 UNIFOfRM LIVE LOADS The all--thread uplift connection system (ATUC) is composed of one /2 diameter III ) ( ) 36 ksi all-thread rod that runs the full vertical height of the wall, penetrating both III FLOOR 40 PSF the top and bottom plates, and grouted with Simpson Strong-Tie High Strength III CORNER HIP TRUSS: DBL TOP PLATE 2 HTS24 RO)OF 20 PSF " '� WOOD BEAM GIRDER TRUSS 2 A35 DECCK 40 PSF Epoxy into the slab with 10 embedment. Use a 9/16 drill bit for plate and HEADER BEAM 2 HTS24 concrete holes. The cast in place " diameter x 10" anchor bolts specified on OR HEADER li PORCH HEADER BEAM 2 HTS24 2. BASIC WIND SPEED 120 MPH structural sheet S-4, section 5/S-4, may be utilized in lieu of the drilled and III IMPORTANCE FACTOR 1.0 epoxied threaded stud at the concrete slab. The top end of the ATUC is bound to GIRDER TRUSS: DBL TOP PLATE 2 HTS24 OR 2 HTS30C EXPOSURE the top plate with a 3" square, 1/" thick washer and a nut. The bottom plate is HEADER BEAM 2 HTS24 QR_ 2 HTS30C 8thick washer and nut. The all-thread PORCH HEADER BEAM 2 HTS24 Q$ 2 HTS30C MEAN ROOF HEIGHT 36.0 FT bound to the slab with a 1 �" round, 1 "/ ROOF PITCH 6/12 (26.6 DEGREES) may be spliced with a coupler threaded onto the all-thread a minimum distance of CONVENTIONAL ROOF FRAMING: INTERNAL PRESSURE COEFICIENT "ENCLOSED" +0.18/--0.18 � at each end of the coupler. The coupler shall be rated for allowable tension of RAFTER PORCH HEADER BEAM OR (1)H16 COMPCDNENT AND CLADDING 3,200 pounds under wind loading. The locations of ATUC within the above P 9• HIP BEAM/RIDGE BEAM �2�MTS12 2A35 WINDOIW/DOOR PRESURE SEE SCHEDULE ON SHEET S-6 �w referenced structure shall be as follows: W ? 5 FE Typical Wall Section 48" o,c. max ROD TO BEAM CONNECTION CEILING JOIST RAFTER 8-12d COMMON WIRE NAILS 3. ALLOWABLE UNIT STRESSES: I- W bi0 CORNER HIP RAFTER PORCH HEADER BEAM (2)HTS24 A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION Q J z LL 0 5--7 Minimum Quantity of ATUC Between Corners SCALE: N.T.S. ¢ � _ONO 2 pcs Along Straight Run of Continuous Bearing Wall SLAB ON GRADE f c 3000 PSI W ¢ ¢co CONVENTIONAL ROOF OVE FRAM NG: MONOLITHIC FOOTINGS f'c = 3000 PSI U � ¢ w OVERFRAMING RAFTER LEDGER (1)H2.5 CONVENTIONAL FOUNDATIONS f'c - 3000 PSI = 0 m 0 Bearing Wall Ends(Not Including Shearwalls) RIDGE BEAM 1 A35 ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI � � � �� 1 pc within 3" of end studs LLJ to 0 -Jw NOTE: INSTALL OVERFRA ING LEDGER BOARD TO TR SSES W/ 2 ROWS = co 0 5 a Header Framing #10 x 33/4" DECK SCREW W/ 1"0 WASHER AT EACH INTERSECTION) B) REINFORCING STEEL - ASTM A615 GRADE 60 I] Z� o o -j 1 each side of opening within 3" of full height studs PORCH FRAMING 0 "t. Y C) WELDED WIRE FABRIC - ASTM A185 v MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST PORCH ROOF HEADER BM UPPER 6"x6" POST (4)MSTA24 Cn V) Q Bottom Plate Splices SPACING PER SCHED. SUPPORT STUDS 4 MSTA24 - Z Install %"9x8" w/ 4" embedment Redhead within 12" of splice, each side of TOP PLATE w/ NUT AND WASHER. D) SOIL BEARING (DESIGN MAX.) 2500 PSF 0 splice. ATC may substitute for Redhead. PORCH FLOOR JOIST FLOOR HEADER BEAM 1 LUS210 E) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION I I I I I I 1 WALL LEDGER 1�LUS210 , Uplift Connection at Girder Truss I I �HEARWALIL I SHEJARWALL 1 I FLOOR HEADER BEAM LOWER 6"x6" POST 4 MSTA24 COMPRESSIVE STRENGTH f m T 1500 PSI 1 each side of and within 3" of girder truss THREADED ROD I j ISEE PLANI I SE PLAN I I SUPPORT STUDS 4�MSTA24 F) STRUCTURAL STEEL --- DESIGN PER CURRENT EDITION AISC TERMINATES AT I TUBE STEEL COLUMNS -- ASTM A46 Shearwall All- Thread Connection System INTERMEDIATE I i i i i i i UPPER 6"x6" POST LOWER 6"x6" POST (4)CS16 ALL OTHER STEEL - ASTM A36 LEVEL w/ NUT 1 I 1 I I I j j G ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 The shearwall all-thread uplift connection (SWATC) system. is composed of one AND WASHER'. I _w�-� I I ► I 1 I 6"x6" POST 16"x16" CMU PIER �1�CBSQ66-SDS2 OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE 5/8" diameter 36 ksi all-thread rod that runs the full vertical height of the wall, - �_ -L-___�.-L�-__►-__ �_-__-_ SUPPORT STUDS 8" CMU WALL 1HTT16 WIT7H NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION penetrating both the top and bottom plates, and grouted with Simpson Strong-Tie I I ^-I I I I � I I BY AMERICAN FOREST & PAPER ASSOCIATION, ALL STUDS SHALL -__......_.J----I _�T-+-_---_.. INTERIOR FLOOR BEAMS BE SPF NO. 2 UNLESS NOTED OTHERWISE High Strength Epoxy into the slab with 12" embedment. Use a 11/16" drill bit for FLOOR 1 ► 1 I I I I I ( )' plate and concrete holes. The cast in place 5/8" diameter x 12" anchor bolts FRAMING I I I I I I 1 1 I I INTERIOR FLOOR BEAMS SUPPORT STUDS �2�MSTA24 specified on structural sheet S--3, shearwall specifications, may be utilized in lieu of I I I I I I THREADED I I 6"x6" POST 4MSTA24 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER 11 the drilled and epoxied threaded stud at the concrete slab.. The top end of the I I I I I ES AT I I j i FOR REEINFORCING SHALL BE AS FOLLOWS: SWATC is bound to the top plate with a 3" square, Y/" thick washer and a nut. I �HE (PLA I I� ER 11 SMEAR PLAN I UPPER fi"x6" POST LOWER 6"x6" POST (4)CS16 MOPNOLITHIC FOOTINGS 3 The bottom late is bound to the slab with a 1-14" round 1/8" thick washer and I I SEE IPLA� DETAIL 1 S-- SEE PLAN I CONVENTIONAL FOOTINGS 3 w F-- nut, The all-thread may be spliced with a coupler threaded onto the all-thread a j I I I I I / I I I I 6"x6" POST FOUNDATION SLAB ON GRADE CENTERED Y P P I I I I I ► I I I I SUPPORT STUDS FOUNDATION �1�ABU66 1 HTT1 fi minimum distance of 3/4" at each end of the coupler. The coupler shall be rated for allowable tension of 4,500 pounds under wind loading. The locations of SWATC ' � ' ' ' ' S. ALL REE{NFORCING STEEL SHALL BE PLACED {N ACCORDANCE WITH THE within the above referenced structure shall be as follows: FASTEN THREADED ROD TO FOUNDATION INTERIOR._FBF ARING WALLS TYPICAIL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS ADDITIONAL ANCHOR FOUNDATION NOT SHOWN DBL 1"OP PLATE STUDS (1SPH4 @ 16" oc AND SfPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD 1 c within 3 of end studs BOLTS 0 24" O.C. STUDS BOTTOM SILL PLATE (1�SPH4 @ 16" oc SECUREELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING [] W Shearwall Ends p �;, ND OF CONCRETE. 2 THREADED ROD SYSTEM WALL ELEVATION BOTTOM ala_ PLATE FOUNDATION �2l"OAO" THREADED STUD 6, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS Z Miscellaneous or ' " „ S-7 SCALE: N.T.S. /2 �x8 WEDGE FOLLOWS: Q Z The installed diameter anchor bolts that are not utilized by the all-thread EXPANSION ANCHOR CONCRETE 40 BAR DIAMETERS W Q 0 �, w/ 2x2x'/8" WASHER MASONRY 48 BAR DIAMETERS connection system shall receive a 2x2 x1/8 plate washer and hex nut at the ® 32" OC (n bottom plate. w o EXTERIORLOAD BEARING ALLS 7. ALL LOAD BEARING EXTERIOR MASONRY WALLS SHALL DBL TOP PLATE 2nd LEVEL STUDS �1�SPI16 ® 16" oc BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRYWMaintain a minimum edge distance of 2 from the outside edge of the embedded ._..I W C) ail-thread rod to the outside face of the 8" cmu stemwall. 2nd LEVEL STUDS 1 st LEVEL STUDS 1 CS16 ® 32" O.C. UNITS WITH TYPE S MORTAR. FILL ALL CELLS BELOW FINISHED GRADE WITH CONCRETE GROUT. 1st LEVEL STUDS BOTTOM SILL PLATE (1)SPH6 @ 16" oc CZ z m The top plate shall be free of splits, checks, shakes, and wanes. BOTTOM SILL PLATE FOUNDATION '/2"� x 10" ANCHOR BOLT w/ j v The hex nut above the top plate shall be tightened to approximately 30ft.--lbs. of 210x2" 8, IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR x1/g" PLATE WASHER W 0 torque, Changes in moisture content and the related shrinkage of building materials ® 24" OC UNSTABILE SOIL, THE ENGINEER SHALL BE NOTIFIED. V) z will effectively eliminate the pre loading caused by the initial tightening of the hex HEADER TO 3'--0" JACK STUDS 1)MSTA24 EACH SIDE 9. PROVIDE: ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER nut, After all rough-ins of the mechanical and electrical trades are complete, and J prior to installation of insulation re-tightened the upper hex nuts to the required HEADER 3�-0�� TO 6�-0�� JACK STUDS 2 MSTA24 EACH SIDE MEANS 'TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING 30ft.-lbs. of torque. HEADER 6 --0 TO 9 -0 JACK STUDS 3 MSTA24 EACH SIDE CONSTRUCTION. ABOVE TOP PLATE, PROVIDE NOTES: 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. A 3"x3"x1/8" THICK STEEL 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING 00 LL WASHER. FASTEN WITH A NUT 2 SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT Z PROVIDE AN ADDITIONAL ROW OF NO SPLICE IN DOUBLE / TIGHTENED AND ALLOW AT LEAST 3 3� USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: SHOWN ON STRUCTURAL DRAWINGS, 8d NAILS AT 6" O.C. INTO THE TOP PLATE BETWEENTHREADS TO EXTEND ABOVE H2.5 10-8d HTT16 5/8"Ox12" ANCHOR BOLT AND O TOP PLATE (IN ADDITION TO OTHER KING STUDS AND FIRST NUT. (TYPICAL) H16 12-10d 18--16d 11, THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE �-- NAILING SPECIFIED IN SCHEDULE. ANCHOR RODS. dx1�/2" 5 RESPONSIBLE FOR CONSTRUCTION MEANS METHODS TECHNIQUES A35 12--S PRE-ENGINEERED WOOD SPH4 10-8d HTT22 /8"Ox12" ANCHOR BOLT AND PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE U ROD SPACING, SEE 32-16d CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR W SCHEDULE. ROOF TRUSS. (TYPICAL) SPH6 10-8d 1 „ CBSQ66--SDS2 14--'/4"Ox2" SDS SCREWS THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN (f) MTS12 14-10dx1 /2 .� MSTA24 18-1 Od ABU66 5/e"Ox12" ANCHOR BOLT AND ACCORDANCE WITH THE CONTRACT DOCUMENTS. ° 1 OdxlZSTRUSS-TO-PLATE - 12- 16d 12. THE DESIGN OF THE PRE-ENGINEERED FLOOR JOISTS SHALL BEAR CONNECTOR, SEE I I NUMBER OF KING STUDS HTS30C 24-1 Odx11 2" SCHEDULE. EA. SIDE OF OPENING, LUS210 12-1Odx' 2" 6 THE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. © o 0 SEE HEADER SCHEDULE. CS16 22-10d 8 2 13. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR THE U G 1 HEADER, SEE I v CONTINUOUS SHEATHING SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES 1 SCHEDULE. ¢ SHALL BE PROVIDED CS16 PROFILE SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND o 01 I 0 ABOVE ALL OPENINGS RECOMMIENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE AND SHALL BE NAILED CONNECTED WOOD TRUSSES, HB-91." FOR OTHER BRACING REQUIREMENTS, �1 � ® 3" O.C. ALONG EDGE NOTIFY (ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP I SHEATHING I o o I JACK STUDS I o AND AT CRIPPLES ABOVE DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. (TYPICAL) I w w 1 SEE HEADER I w HEADER. (TYPICAL) DESIGN WIND PRESSURES FOR WINDOWS/g00RS (PSF) nRA '" jI SCHEDULE. I PROVIDE AN ADDITIONAL ROW OF 1 I 1 8d NAILS AT 6" O.C. ONTO ONE OF END ZONE = 6'-0") MLC THREADED ROD ANCHORING 1 I 1 THE KING STUDS ADJACENT TO ALL AREA 10sf 20sf 30sf 40sf 50sf CHECKED ROUGH OPENIN I Q OPENINGS. IN ADDITION TO OTHER CCK SEE ARCH. I ( POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION ATE 3 SYSTEM DETAIL 1 �` � I I NAILING SPECIFIED IN SCHEDULE. 01 /24/02 F 10" EMBEDMENT FOR INTERIOR 44.4 -48.2 42.4 -46.2 41.2 -45.0 40.4 -44.2 39.8 -443.5 I 1 .SCALE S�7 SCALE: N.T.S. I A 11 I I 1/,"0 THREADED ROD. ENDZONE 44.4 --59.5 42.4 --55.5 41.2 -53.1 40.4 -51.5 39.8 --150.2 , AS NOTED 12" EMBEDMENT FOR . c JOB No. 5/8"0 THREADED ROD, AREA 60sf 70sf 80sf 90sf 100sf :�, E02-166 EMBEDMENT AT INTERIOR POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION -_ *' , I,1. ��"� :� _ SHEET NV MONOLITHIC CONCRETE 1/2"0 x 10" ANCHOR BOLTS / THICKENED SLAB INTERIOR 39.2 -43,0 38.8 -42.5 38.4 -42.2 38.1 --41 .8 37.8 -•41.5 2x2x'/8" PLATE WASHER, SPACING ENDZONE 39.2 ---49.1 38.8 -48.2 38,4 --47.5 38.1 -46.8 37.8 -46.21 r ' AS REQUIRED TO MAINTAIN 24" MAX. 10 EMBEDMENT FOR '/2"0 THREADED ROD. SPACING TO NEXT ANCHOR BOLT OR 12" EMBEDMENT FOR 5/8"O THREADED ROD. THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THE WALL FRAMING/BUCKS IS THE RESPONSIIBILITY THREADED ROD. EMBEDMENT AT CMU (BLOCK) STEM WALL OF THE WINDOW/DOOR MANUFACTURER/SOPPIER AND SHALL MEET THE WINDOW/DOOR DESIGN WIND PRESSURES. 3370 7 (ti St SHEET %' QE 7 3�� u, �t