Loading...
11th Street 364 (2) .. ... .. - .. ,, .. , 11 .. .- ,.. jr r d ,fl . �.� _ - _ M _ _ - .- `r r. ..> r11 F. :.t, r „r. t_• , M •, .. ., , - - _ d r r,. tt . 4: . ) t. , i tit ii t {t . >'S r tii, - r ti G ,'S``' .�_ _ iu. _._ . ». �. s.. { .y w __ . _ ��.._._ . _.�.»._. . .w_ - .� v: 1 s �. r T yy r:' 1. }} t. Ma _ , 11 _. .,:, r t t .I J I 4" •✓ r u 11 r �' ss +:LI P , It. ,. �' ) S n NW ' ?} a (y a �- - r '" . t i. .. v » gtc., �1 © # f . , 1 . .. .. w w 1. :. i { 1. x .. -141-: x 'a.: a - �' X PI 1. r. ;N. ..`( , - ¢ NT . W: . 4i. 1.. f - .. F , - 1 : 's• - . , 1 - ' + .. .. - f .. �. - 1 t �;' V� , r' � V _ t , / � r [y ..i I1 ., e f - �.S `1 .w7 'i R� r. T . ti ••F rt ,. r } • ._ 1 `_ 1' , ., .n ,.n\. t _ .1 , r,. . .r - tr MvW tX T V A I , I �' S r lP. k r �� E .. k4 _ . it a © !to ._•. .__. _ ._ . _ -_ ___ .. „.._...__.. _-.w 2 w ..__. . _ .._.r._ — _r,r___.�.�. _, , _ � i I I- - E 0� - ___ 1 t-� . ,1 I - � 1S _ 1 I f I:✓,i :. f 1 pf --tom; . �", r,;, .I- is # j �._ l i , . , ' 3N r . . L . ". ;a i A ;. N , �R '. {+• r�.•.A i# : _...._. ..._—...-- _.... . _. - '-__ --.... � �, -_ "'---�'. c,._. 1 t `t ,/ �� 1. i i f �' - - 1 . GC7 kd'r2'4 i ( - 1 s 9. w. I uil__` ir: _ . _ I ", (�1� 5 'C okrt# ' 11 . 1 __ . --. _._---_. _w--_ ----- F ' �+L+C:'x: ' t �' I t - Q���Y P i:1T .. Pt AST E iZ W ` _lT" ! � i'All. +. .- : ` :c _ T (��/�, F- _t_�.. i , o _ L i ay " t,�,2 P4�K.1'ptfL.il.� 57¢tPs -•. , ,t . M1 �• �� _ `� .-, -C? .l(a{� rte:.:G., lt1 _ -. 1�1.;:r l 1 ixr A lI{'[K , W x t,L -4:;- `v Wi� 1. " . 1 f it i lI. _.__. _- ---._ -•---- - - _ 11 1 „ ' . : SLA.P> Ne-5-TIG: � . . I t_L__.__ .. .. ... . � . . . . . A pb:-� } � 1 1 3 , . �, I"fin - __ 1 .,,, ,. Q ,i - _ _ __ _._ .� __. F_._ ._. _... _,_. _ _ . ­'$,* .... _._..... __ .._ ___ , Q � Z __.. _ _ _ . . _ . . . .._.. . ._. .. _.._. ._ . _ .�. 11 Vii` � 1Z Il p ' - }- ___..._.�..._ _ _ I .ASPC4.AL.T Ttt-a Ft,odV- I . t - . '.�, i � -4�- �- M: • YZ I- .�(J!ti}-r. E,kp,t I ;c>c"\ , 1 C 41vr PA cT 10 �' - enP.EN_lz ofz: . -1 , i L I L — _� l pLA ht'C 1 hE �,j I ! �L 4 1 1 _ .. _ `-. l i. # t U i 4.111Z�MESu 1 I pp 1 l G i �vX[ D (1 11 �"; I �j ) 3 7i j "; a^a'r-x T., � t'` '� ) .tl - � k F i ' — I TZ 1. ;M . '�\� —' ti' C-o)r-tT. } 1" S A P t•.l01 rl T i-` —1 1, '. r s '41i.1:' , - _. .. ... . ., -- i 4; S RMl•T6 'PAM 4 '� i c i 1. . - . 2G� CA AttT _ �'} I ltO '►JC SAt.i CcUfS&� �1:l: Cx `'rt.1.t'GY ''hhU�,;; 5.° ¢pia"� .. ... _'_____�A�" ' eta E N. 5LAf3 4 . UNt71 4,'Y'L �"gt6l ,, � .'�`#;ir . 11 " � M N -06e ` ' I � I I x -y _1�_ � A� \_Nl� _11� _'. - �` .. �� I 1"" . '11 (� "1 1 Xrr"^y 1 , ti 3 j 1 .16 t " , b• h•t f .. _� I 11 .. 1 .{t _ _ _ ._ •sl,. /Z-f ; .I'.. _ ...-v_'N _ ..�.__... ._.T_ �r ' . v _ 0 :Cv t"1 I .. l �Y , .. �.: --�. :5�- '& ,,r., •. ,"tet . . P � A.� ;��-` la t} } . l�: i I .. . �_..-__�__. - 1 .. t 11 l[[ . . . . . . ') 1. ; , - ^ . . , I. rM :: 3�L� 1 ' . , APPR6 '; . . yoW% Qf ATLRlt`�i.�BEAC�I l DUlt:T1t�C ,UFFIt".; , � 1. �L . "� ." , . '', - . - . Date...r . . , . . ,, ". �, A trt ff k Y,� t G11'GC:IC M�s. .M:Q�e /� - lw P �,K.�M�1°!Y� 4 I I. I I z " - f. I - 1, " 4 _ i7 tiT,E.. /�S' ,�11 tC} . 4+';E. . . . I ,- "L . . .: q 1' ti 0 �` r . - .o... ., .. .. M� M vF. y, y .�- ,.,.X... 6 ar'' N, a . .. f "{. .. 1. r •' �f '1 y 77 !•.:1 :,. - i :.T w ;.;: x _ LO /l t �. . lk . r - '.i H M ti . `rte w. •..%• r .exit• �. Sa�X' ,r,. .t y , y r41 H. �'° 1.v fM• '1 .. , - . _., -. ,.. - T., . . . . 1. ;� • Im� I 1. . I. 111.r . . . ,, , . I. r... •.,.- --- .... , - .,._... t. .. _ �,." r .1 srt jj w* moi,.. ......."�-... � Al .w .. _. - .. _ a r. �M _ _ { t'. '. t. . F 1' ... _..-._r.•� - ..� T...��T .N:w ,. . . ... r.� .-.--- - ,:.�-r,:..-tir-.-"-_.-:.`._,,. _ .. .." ,_ r-•.��. _ ti-.•.,5 ,,.�.7r,..._r •_.�,...-.---,._ Y_. _ �«-14."� _,_ w_ . i, . " T" 1. - .. \ r1 r I r } . . f !I� ;• � l f � ' a �. L7 w .... ._.. � w w�� » �- I .. •-.,-•_ 'rte. a ...---_-..-...�...-,...-.. ...�...._� -..,._.- _._�.- - ---....._ _ .. v ,A t � . . , , 4,.. . . , -I . I. . _ .. . .. I . I .. " . I f I -:'•L-v.{,"... ._. - "r• �(; Vii. '.y ,r 11 . - , 'r''t 9t t, tT , 44 p 1{1 P.3 t� ;- _, i ;; t�,2 2 "Z. i ' DRi .` ;* �, • s .. ,tr °4-.. ,.- - .. - _ + '- - .. 11 I P=IZ41 I., Im- 1 i L 'ti . - )-. i,-.-I ., ^w•, .. P 4, I (F v. . w-^.,.M air } 1. '. r fUS3 I , . %i 1'. 1 I i ,A i �) y J- ` .. 1 .lam i `� 'll� i i . ; Iii Q) 0 r" . I r` �' ' BAT#/) • r " I -9 -� 4 1 -X; .... . ,- I . . �w . '� N 0.:I , 'O , �1 ' i I rr Po r G a f,.�,,r---11 , v a ; . 1 � �. /,,' X q I . .t . . �, I �I , 4 - - ! , d � , S , I ;i. �I 1. I .., 1 , . C01-oft"WDUnh'. ©araC.. % � a, -- �' / _ t_ 1 Y`N �-7I 11 Z:b /J • , Coy a W. -I 1, 1 4- . ( I � 9 3 . d � -7 �Y\ . i .-�":-T--- - -r - --.__..-._-._-_-- -_ . e Ii v w E 1L i )( X `!'ill w S4`, ( , -. -.t - 1. . I 11 q.4c_",JATB(Z �ri r¢/AM l(1 N' �' _J �� \�� - -+ �IYCG�iGSt ' �w�t�,� �� 1. fr i - - 1 • �u ,W 5 M,a R t l i.'b j ..."-- _ : • i . _7 T701 I vle -� { 11 ' / i' Y ` • _.i t I r note irWiLLE `� -pi _ r I r(} P G'. STC)( L:�.'� � ��cs _ 1 r �Q' ? 6 I Mi S`''! - 1 _ wo } GF!!M S m '2o ` N - 1 t47v p�SZprl1� �' ".,. i_ I T-C P E►ji 4j -2t$' F� r gl` - x6 ,y . r� � ` 4 w' f 'q _ r r �rQ - 'MIT M 1 51� i ` f . . V .•-,-•-�----- ! lwf..w.4.C,.,T ,..,..- Y- - _-..,._.�--I-z1 +y„__ ..-. -._ --.-'__..�7 Q ul A-«w--...r«..-��- J1 • , I �u _..--___ --... 1 ��r_I I� __ ..�_...« �'r . . � , " 'i- •�--- - orf•" .I-.1���,ti_--..�_w..-.�-�....- . . ``,,/ .{per l r _ i i - I/I' W_•_ tT / >. '_ 0 o cal ,'^ � / �° �N�- - ; vI , A 'I ' 1 i . µ _ __} - - _. J _w w -.._.: apt I L �.�. y 4x ".. ; ,�, I ih,3,3,. µ,Tr - ` %.0 1 ,x -A G`J T�N) mi r- 6 } �� 2�23-p 1pi gh .... , t f .11 ?PEN` Fat2 PLdN.r.IN�. . �r + 1 i C _ ~--1 . ap 1 u v p I - . .." . . ._iI. • . Izt, r �.'vsr. [� 2nFTEQs - A*1. U A ' ��2 �t, � -B TZ . ='1 .. x . - L C}G - ' '' ,{ . w,'A r ti „ . y t, it � . _ COh1Cr , Lt?OfL t LSl, ` iy _r_. . :, 4.16-It ,. . 5 P..+ .. •• _ ''� 4 �t 4 e.e��.. .. _ t r , .I --,. . .. %. . I . I . ,<., P� .-r ri. PZ ek .. F :� i x4 l pQt2¢t24 �� 4 '2 • .. f • : f r . - . . . __ 1 . . •1 I 1,:, . . _9 1 Co NG 1. F t�cac2 j I �` ' 1 .I hth T 6 V'J1'1 4fyt�1 '� ' I : . I.` ,r I F. $' y I . I 11 tt �� I t� 11 i �_-Z it t! y to X2'2 ,. _w �_ , i 10` n� _rw�. .M. ._ _.._. .... .. .. _----�_ _--_..- _.._ . �,__ ..�._.,_...r._,,_-__ __; _-.� r _. . 1 61„''all -- i I '� . P ! /� 6 .. I " -�vr`t2�P Cts ES' �.t°�'fs •� 1' '. .. .__-.w,�.__. _ _ _ -_ _� tis.. . M^�.' J . . I { .: . / " 1 -.. . -, _ . - w t [ i .. F. I i I qo- ( '/ A .4 , 9 ,_ Ir- I '. - . I __ i- _--a * -..��,_Lj , , I . . . ; . .1 '. . ". 11 .i)aa1+�•, Ex,FN N .-I _ \ / . / i pl it - _,�,,, t In r `fi`i, �1t4s ?lZ. .. T� p� �� -- �� .- ;fes.= t_� t � , 1: �F7d�s w F MICA �° 1W of fir. iG Fo14- A , " rav�rt �' 1 v;Lvu $ :; I l �_, eTa u o , a o e a o a o � I WI? tp '` / , ► ;�NT11 r + . _Y; 1n1Nti.5t,c#MP.F>:�fGiG I r I. i r �3r�.d . ; !;,, r T � =-� __ _ _�_ ._._. __ ! I. _ 1. `; . L - _ _ �_. _. 1 p`�1'� ° ' A;)�1G r,� `,{; � k� `�'' . r . " J I e . TOW & Q [�:: ...r� c r�.k r .G• T a..w A tZ. �A N G � . _ i - - �___ -____...._ ._ .. ... _ yr .. ._ _ _ - - t - lf,.. �_c . L V I N R•m . �.. L�:.�AT.10N w ____ _ --_-_ -..�.._ " _""-___._ _�,.- ' �._ - . .. I .. !/:O; I it , 4 A-- . I HEN �' ; P - a .ra 4. .. _ • - ai.. ` •C 1-� Z {4..1. ,....Ir Y Kw R' A.- '�' • I.w,ir�slMi?,r7t+�m:. x-1 fJ.` Gy _ ti i'`. h:ti .. > ..1. . , .. I . 77 1. rr Q E �� r 1 _ � .,""',, :a' .. ,- :a I ."1 . �t.A` �+Ii I !: W T _ r. ,'+•:r.. S a ;.,� � a • d. S t 1 F. *r% �. -i'. f�tit . ;' ,�y �:::_. LO ;, t', r' �' y !, ,�' tir' - r r•' .� ,r• a ;'+ tr1 1.' 1 -� ! � t 1. e r r 7 r,. �r : " z .y� 5 r . . �rrV 11 +I� f !.. , ... , .. . . ...r, . r v .. r / r - f f 'rt.. P.. 6 f• 'S / r m r A - r,. t rP - t 4 ry �. :A •. � «�•I .` �.S.. ...,3 M - •J ..r Y r, - .•1 5. . ,t' r ' ' Y.. �i I. r :4. :f. Y ? 1 int. f wl: "`F°! , �•. P V2 •r�a ". •C .P i Cf.. Ss .t- 'St f 3. , �'s yu. h [., e' �. r t. y r•Y "R if`•.. •Jr •? . .. .. i r, .,.e .d .. .. l.. a a t, r .�- .. • .., _ 1 ,Ri , "th+-r •,f_•-er -ri"^' a •+,.iin-+ ��erF_ ".F'1�::.•�':S:Y -f- 3 .. 4 r. ., .. _,. ..,,{r ;, .r:.,,:..,,. r.. ,.rr -M ... .• ..,.-- 1:.l.,..4 •ia•• 7t.. -tz�in� .z^ y, N .,P� -r... '..ir. ,'4 r-• :s,., .,r•^"r• i'P:". •c:^•r ,9c. .L «r., Fa ,r.. T.. -•+•P �.'. ^ru.•,+-'•" r yy .i.... ...d ..fA., w..rr• .}"i'. 4i• ♦ `�,: •'* ,{. x.: ,s'. 1 74 �. � _r'• �d � P •}•r,Nra. .•�r _r. ,•'S•K n'�: 7. "�:'' �.+��� '•o'fr f•'. �� -•S •r ,I .5,.. d-{ y -"� ••.ty ..x-.y. -F ':1 i�'-•! .���.' 4!•. ..idrl3r'�;.' 'tr„' `•C� c' w. x. rr. w ,�n .:t'. .�•••5'.f .,t. .'yf•^L R- .^'S5 ) •t, `!Fa e .1� t• ,l;F'. .1 ..t..' 'T 1. .�x h" x' rt nb d 'YT .T. o 1. k'+µ� ' •Y, �f-r .5, st 'r• `�'" & ✓r 4. F :l r".:: ..Pt if 1.8- t ..r r.' �. /a. .4. 4. .t.,'%• a 'i"r. '�: S•f ^'a !7 e _��t '.o { #" �• 'P?a. x •a S t f,t: is it� i r 1 S 'i S ✓'' �v •i• t' '•f..: �'1 ("weld� '•'r•'' r-,F '�� F.••' v - •f',1.•,'JJ�� 'r'�y' "7 a .fi S` i� ��i3 .y" .:..` sr, �. a A'� _. .:t....r" � `7_ �•i ,i "• n • J{ .. .,� r ,✓ ,, �•. ... .. ..:.. "r �., .� � , /4. 7• .� `�P � al (.y "5 , .. c. -.. ..'�j_. y- .. i_.w�itxdV&:rvf.,•id_":J J..ra'.%stii.U`4•�ir]'•,C.`..a" k Y .. .• .h �, � r s. 8;. 'k. !'� �:%' '� 4'. .. ,w n 'i.: ,. �* uk•[:.:. ..._. a- Lr�5��^3 , +. A ... _ ,. .. _ .. .. .. 7 .. - v �••' .•. ,tile.�a � ..._ .. .. r .��°.�.'.�._-..y.. �.: a.. .: nn . .. ,.: .. ., t. __r ... Y a`r. - ..'!Y,.:l.r. ,. ...y,ii.�'%JfY..}�,� },rt.S y ".0 .r ._,.��s'! ..-� �i , . .. ...,... _ -.._,.- .-.--„ rk w'-6..--h 'h-.w. F; bAt 4'. � fY _w—,..— `-`+t ,J i, . _,,,,.w. ,,a..... ,._ •r- r:• '�-',t,r. —'{r-=-yy.+* k, . •*z f ., f '', tr;. 2 ., _i,y.� •,�. .{ - . . ..a_ ... . - i'. Y .. •S .. %'^ -.. r.._...... �.._.•...../a ,.. �. . .. - _ !, _ •%, .1. yy -I n�;:,,P}y', !L,,,.Sri I� !.I ,....•-,r. :w�. _-,..,. - ..: . ixl. ,� .'i.'..� - •a .ir. r.:,rrr iC' (.�,f'',.A.c..J , i i}. .� 4 . , ,a y.Y. .f _ l ,t t �,� ,� y ,C trµ' jt• ' • •1 t i:.. «� 9`I, Y, :i•.4, +K" r,1� ryF� {.-• s y �n' {��•i i.�� . r _ . - ., .. t, �' /t t �„r•,F,� 1'x:w'.,yir+f,,:. e)' /�rM'..¢,. . t'714?i.fl/1 I`�a.[.�`.•� - T i.: t y f A •y �{t 11C .. F 'fix t,y r u r ,. . 1 :.4't ..�L•.AS H IM6 tial k- /'� 4 Ix(.r)` 'tib 4- 1 t�'1i..'N,S'�y,'.`, '.1 )', �, Vii♦ yr r.1 U1'MAN FL-L) --� . * ,h3 x ! tw � +^ ,h� -k L-O" aA- .LJ nnET'y �'�rtw 'h y,41.*i�°K '�l` 7 � t;�if y+ y . } C IG r ``` . . i Pah( .ff.: GR 1 k gFF �)ND zr f f y' f; f!",ti, t l ei . R ^'�' s F;4. �c';p`1 ,e`ts {risen.4 �� 1 ' �l ka {h1G - 1 ,j. ti. 1 ' 4 r '� ,. .' � rte' 1 • �(e� ss '�' .. 1�yy y. �/,f .'�:M.J1f IG., f ' .¢ 4.. :f , y ',..y� w�.,�_ r i A.a ,y tr<) ,.;i•'+/(•:yi...i. t w .� .w F.{'.F'E:•M►Ql� l.�l Q �' ! 1, k �`ar7- C" i, a, .•('�'afa .a' tP f i f e w--« • "O'.q 7r..-r P; :Q 1.-e1 v ., k S q w 'w .G: v ;:,apy p� s 1 :I -1 7.i. •1 .f.f..• f, t iQ,t,p, - '•-S f' y r• "! '7 1 A Cr'J•- .. •�P. iM �rrr r•'• 1- uk ar Y. 9 {' �' t i� �Lr. y 'A `� d ti v W ,�`� � . ti. 2 r --� Q 4 _ ; •. 1'' A 8 w^ �! a 3 a 4I r F: Lh Y. K "N' J �1 i' "4 i �! N_C t .. .� `..y r f �' J �- r- v 'r' S F .7 c, r. ti '� ''. ._..-_T "i" r ., r7 ' 3 , {lrFt h ' GF12 �'ts s YiB r, i 5 :Rr- y. �. 41. 1• i {� i -' . 5 Gr - r Y 4 z _ — r f :, ,I -6 ::t+ j .�� ..�; ° X2.. . ► ��. ►�f '�" ! C�L'ASS 1. A r �'.'•r !t r .k r. i ^� , �? L.��.."M. 1.�/'•-�! .. i m .twS F (/_ wn. �•] �/ S ...n •, '1 . . - Ik 'i 'i.'. . { 1-.._, 1 Y F C „ TJX�..^.'/�.1 lC 0 t� C, B L C C W-,. _�-/' Ye' �c2eMN _ II r ii { _.__�,._ _. .� Y_..-.. I' •� �i - . " -,a Vii' ,t `� Lx. 11 s ,- ,., ► { .. . . .��- - ►_,to s �, .�,i i r4.J 1 - - f' •j1 i. . �f r„ t A .. _ r i. .,.F i r (�{ li rr --ry� + 1 ', `I, - _... VPvLw�M�{•'L. .. -.R.,/:1N' ti^"_.-_ #• •` f 4 1:�, al f `r 5 � Y { V,• I. . + a . �-- w k4{T:e-. K 4 a p 1..i' 4 4►F'_2 c�c p= —�. - – ` _.�- s -# }!� - ,t_.►'.d F-lTr [ra,.l. G�V� tr' ,j w . ,. . =.._ _ ¢ra r o p E►-1 PLk 11 fI k F+l ,._ 'C-e[11' Pie U:l 4 ».1L ��(?"{ iE"�. . • _ .-..._-.-tea-.._ ..._,-..,.�.j-:..��._t _ �..•^.i t R,. t ,I ! ,. & i '214 CI / ! �� __.�, / - , �CCS et ,� f. j v / ��?� / �k ,g k ti, a �' ` ,i ii it k� i ., _ _ .; . ,4 .. /Yi IN ;k �; iI (i � - {%- I, I� ..�.- f __.....�.,....-:�.,•-r,r•,�.. - -.. .APs �. , .t: 'e ir..i l pI: 11 'y• . I i, r -__"`__ - /r M y / , f� 1 1 , •'I �� f,l, 1� , �i 1 11'` 1 {/� .ry /9 x,�/ 1 -«...---_..-,- .i.��^�^^-�..�.'..-�-«...-.^.�..-v-......_...._r.----.= ... -A-w— - [3,1 J y .r .{ r ,I �' { 1 1 - ~f.R._r '../: Lr.W t�r'� •../ •R'• 'R .4 iw Y # . . s t _ — °— A \ / I 1 �c� k *� W .1 { 3. . ! 1r '{ 1 { „ 1 r. 1' 1 �l I _ _.....- - �, r.-Tom..-... v.-....'...-,..:w......�« r• y... <y r a 1 {S tt - / r , 'G ., 1. ,- v ,. ., / t. ! 1 I dS 11 _�_ �d NCS S p't a4►C;' �; , r t (. r f 1 1j .<- y,• .... _ ::r-..,..,,- _ ". r .� 4I1 ,1 G:'` . 1L..- f t .« •- •- . ,., .. - - . .. . . . :"' !4i� �-re"_.Cale-A o epr:. ,14,, l t i «t air ,! t' . , i t esti tq , . - . . .. .. , , r J :Vr of k3a,,,` y .e ', 6 f f _ ,` i.T �. * / rf ,V ! � �trfd , ' • WC JJ t11l R(�' `,.[`1-1Ih-rL06 ,- ! -r t M1 .. r-.. , .,.4 1. :.F�&' �� � ,,.,.,• + .. .. 4 y` .. Y)7 y'{ r 1 d, . - _ r`, Lh , f+j 7 a d� t;f. ' gypp , ��ry f:, k;,! t :n i. :�. r'�w e.{., A.S . �.. � d� ,),�. fr ,! .swF }•. 'p .3 'r_:i�^!.a' :�' tti""f. . ! i> 6„y...C.7/.1 t• ,i:{44 .. ./. - ^:.r✓`c tr. 9 i ,•1 3ti. r ..r'+ R S ri r s n 1 ,e �X; c . i k . . {tet '� is ., ai ..r. r 1, y. q __.._ 1 r d F:. • �R , . N 7' µ .,'f .. .. , "a f" r ` :� j r: Y .,'Dia a f•' !tt v ! '�. (�v .7 f. � r a .a. j- a i 7 -Y i. (t. X ,r, ti _. I - ':)'. .y i t! 4' �'•E�G+•:"Y'.fZ.i. lr;�•r'• .,�' r;,�Y ..k t; I - ryf- ,, t I F h o�. 3 1 0�tr•,i. . - �' t t i �4r=,Y rw7 r y .3 , . I.' - r� 1' /'/, '3 � .-- -G 1 r T.x. f[r 11: ,r, t '..'% ti,.. -i "k 7, •f h. 'f � i � , a �.. Z i t' r .r: i a+• •rr .r.•.r r'f+ r t ., y.. . .. 'j x�. T a h V. U y G kk .. - •p, _ �Lrf "F �r .w ,r��y ,.!�y. . q', ` ...� Fi?'�w.G�Mi ga{�. " - 1 r. �R.. �..-, A;.p '' � �`h' ;,i' / / 1 h,, w a' f' ti ter, ya rtit. A �• m ,xx ti . . r::. . f 1 b f rr. •.r94 .:� :� 1tS,f b rA; °. -I' t .a .. .a�_ �w �,i r. Nr' Y.• l,� A., ,.,` n4 �> A,': { } t '!I/A J5 i '{I,� i ' .. . ..- P CCC '? ".: ! r'�i 4 1 4 y c ... . .. -. ftf ��•hY .. r. 4� dos. "'-5' r p 1Z1 A"J r-! - Q E a 1:D.E t+1 C Z I -`r t, •-� �.: K A ` F `' `� I 1 \•,1• �"dd+1 I/1�` n k-A•' '°r�4 '6` i,�'�• i (,�'4, uF fti{ ' iZ r11 ` . . ,�..S ,C.{C�iII- `'^•.K.i- rf�+(� ,_ ±.p4/M^,, ( � {' FL-is t,'R ,'r€� jk.r ty�+l jr..r +, _ - 1 � 1 'i,e ���"•,: ::Q l�l'`•R�'►'.,: C�w•kk�L'..,9'•f' �xi ry L l l�,i k $�'� /x }11••. rT ' f . ' .. • �: r' '` .�.v,iii' ;;•, {- .— « l,- / 7�, . �� �, r .,) s t F. , W ,f Q ti e�sl` 1, �t�t�N1 r1C,� , Y �;, i w�t g .� ?L `f, - - .. �]�,l��h/. 5 .i.{,. /�.,,••• J,GJ 1"L Y.►Ciw,M.. F` 7.1•.r�•7F' "• � f:., f r I 1�, l r ,. _ ,.0 4.1'r4�t r -.VAS., -�(F C'7 '.t e lx M Vie. .":r w. sy��"I k. e_•r� r 1 st4 f irk.•` >3 T +' Vii, i f +iIjTn �,. t x" - t. n a,, '." ;r.. f :.�i 't q r - .,e .. :_�.. ..� ', ,.. -1 as ,srn y' /.. •, ,., ' i a r, .,. ,. y r .., /r.Sk N/ - rrr^..wN'-•T+/,_',t•rt'w^•f^^•/w�•.fa� •.s•^ e,1 • .. .. ~-1• ( 'yy .��'. , Y,:S '! �' + •'M-m..-• lt°'��. 4 N�• ,ai'�ne+9.•�t`.i 'f"T'^'!y i'�'�fr.. ;,+JT•�,.'X :.1 r-/...,� . , i a r.t,. to a;�•:,,f' .-�'«„� ,t'. ,t .. r ,'�.„ `%. r '� .+rr�, n. ,Sr.,„:e��, y.�,",.i k�il�f.). ^,i '^Y .� ,kap, .u�:•^ "".r C' 1 �:.�.a ✓' a7. av '$, �:fq., �. .r ., •�k .f l Y --_._..w•. .. t ni� . r L, g p.•a: y'.... �.w � r 1 y"' r. r .. .;a..•• ^P. ;. ',. .. .� . v .�. ._^k.,ell" r, ...,.:,.—,— .. .. . - t "a rc..a_.{fly. 4.`rid.t ad r_-. ..(. ,. ..r. ... ,. -•-.r.:. _.- -d+4....... - r. ,. - �,('(.7' './ y r.. .. rr ,... > � :)'.A, •, f-y •r-r...-w ♦wb.r !.fir;iy,-•.F.....d•a.r- .-e•wa'...-te r....rrr•.:N _..,.w .. Y [ a • "' �r, • y, - a. 5 •fit er C .".., .. '.•,... ..,.r-�. y �' f t' 1�J r t.! � y� M R REVISIONS E3 Y` r all t 4 •ora�T. _r,.�� • rr�� uz JNrP�� Tecre7 Uf �DIF16 f/> L'� ( r Q j-4 ©r " CCG i 1 ��- ,t' 1 '''1'r .�!:,'...�='.• � � b ca K• ,5 q v I 1 1 , �IJL� rI � �� 14T Ft-, = I rj S J . r. ZI2 � -a, A r PaKGN y r° IT r Ft I " L E /AT 10 N 0'1".41 � � f � �_ � R In O ' I � I' U 14 ' t' Com- {~.+ � 1r-j+�,�.1._ p 1�I } � ► ! _ � ._.... '____.._. ._,_. .__ .__... . ..... .._. . -- �� (�� -,- �� QITY QF ATLAN1,1C BEAM BUILDING OFFiCS APR 0 7 2003 DRAWN y. CHECKED _ it � OATS SCALE AS k JoE3 Na. � sHSer rw OF ~� SHEETS t all r RBIVIBIDNB BY 1141411 • FLECTRiCAL LEGEN �_...� __ __� _._ _ _._ _. ...__ .. . . .... _._� . . __.- _._ _ V L fit tWY DUPLEX RECEPTACLE � !4XILC PPT.E SWITCH N �� Ga ROOM FIN I�M SCMF�] rt-- �- --- QS IIfV DUPLEX 1!7 5WITCNtiEP !WAT St111TG44 # O R BASE ALL» WAINS jC'EIL. EMARKS €r tovDUPLEirC.RQU4>FALLT I. M. ROOM TITLE FLOOR W 8 •-I- ''•.,A� .��'�� /• �Ir ) Q 110V PLrLEX WATER rRDCf 9WITG1 W1TF1 PkYtER L' �= C � ,+G {tel " • t-)O '`• +� u E7CHAU9T FAN i_ 1�— � 1� 1+ 08 1.F7V PECEPTAGLL° O 3 Q V 1 •U y7 / FAN J LIGHT CUY1aQ G VJ V 4.� F� CO#1tEle 7G1'DtXaLEn y __ .. 1 _. ___ - �_r_._ -_. .�_.�� ___ _.._�_._._- • r FN RECEPTACLE 1 tCnY�TEP • A1•AfI. ❑1 J111CTIAN qOX Ali 1 I''I �/ � • ' N� t I t t! I moi'ht!F� � 1� " " _ � 5�.....-..__-- -- __ -_�_._ Ha r 9t- FLP;,ArK 4N1 RECEPTACLE U'o 5VKA<Z DIiTEC1GH _._.. _� �__..._._._ ___ _____�__ a G.F P • ��. I t t 11 �` PEUIGATEP CIRCWT Q CAML9 TV, _t .. r r r ' CEILRJ4 riCXXrT k+CM�HSCENT ' ravel -1 M 01 D I► p1 Nrs► I t PI-Y wn � Ivtt g r.�TdTECT /, Q WALL MUWT INCQtCESCENT ( t�ErER G v + d { W ��'�►V �I L.0 •1� I'�C� II Vf•I�rV. RECEasED W ChMAK-ENT I.IN r �J G�CJ ?,oCaa _{'► " N 1 F eA 1 r i ,..►� r 1 7�+ 1i� e r W r V fl r• 'r V� 4" WATER P"RpGlr Y�AttGE9CENT � TFtEl3"k79TAT µ R='""^""' �-�— Q 5t EfJCJi a 1�� �� ��V ET'E9ALfM ELEdtIMC-Al. ?-MEL ? {� ?jw Repo" I' I t I' t f f Er[TERIDR Fi00t7 LKaHi'J ! CEILkkS F.vJ(FFA WIFE) WIFe., k K • 1-0tj5 e5,I�IN& II • . �{oR f1UdR�3CENT,UB@ (� (�► t sur ace v�r Ery»sv l r %U 1 ! u Pa R, K. en? f�K•' NGN e ,1 t2l t`IC� I I FuY 1N 11 4 y► .++ �7 t1ChldT t RACY LIGHT I z L IV I He, i�M PI NS Wb I DI N I� ROOM Pc H� W Ip W 17 la. K116, 6N PINO i•I C7• II li wr - . 4. , . 1�o \ _ 1-1 L L PI N C� 11' �d N,a A. C F 4t:5 . ,1�i� �1 f .r'1 " � H � . LIS R`� PIH I GI.vJ• NvN� TIN. CIZoWf� I'{G3L _ 9!, Ott ul �� p . Iii M� � �p�t''I .pIN� I ► G.wr �a� � Gh) Zo MA6Tsm E 'TH -T1 La=3 1 i ��Frr13Y II �1�W� _ ...__ .."�� " '� N ` �_ p z.1 Ko N1 b K NONE ----- -- - _. _ t i d I ` W G' L2 u P �K, Peck, N HE 11 I P `r C�j o Qr P, ff FtU P '.`� Lu elp Ism El o 2.13 oM s I r 1 � 1 �2':f `•�� tf'1=U� 1'- 11 " � '' i ,• f i t 4-11• a �(,R . { o �u mLY �� I G •��11� 8 �t t�K � I.I , 0 - 1 J -41 M r ?- M + - _ ISI �. t L r�' 0 ti - g I M l�► 1 iL. 1(,, —�NN WA LK _ S WAUL � �- CHQCKHC] (� DATIS 1 SCALIN Joe r1loo I.p�l .D it 0►) rLAH C314, WISH r 1 � .... _ _.. a ' 1 .y, .. a. .. Ycq, tC� 4' ''T 71? 4•FSer 7 .- ____ RHVISIONS ©Y I 1 � FLEC-TRICAL LEC3ENp I>UK X F:ECEPTACLC $ Wt 4 9 F'GL!9JrTGF1 I_fY V&LEX V) 5UTr-HZP IJ 1 1 k�fJ f1y G 1 rl Wr�Y SulTC.1 f 9wrc>+wlu v�rr>f~r; 1 `y U fAJd/LK;aiT CGr'130 '_ I Ei� GC�'JJ1EFt 1GP UIJP'I.EX + [J�• F:ECEPTACL@ 1'iCnk41ED • 1.7•Afp. I Lg FLQ.M r"IGJIJT FECEP1AC7_E '• 1-9 GEIEGTott GELUICATED CIRCUIT C:,�Lts TY GEtLYai r'10�iT uJG.WJCESCENT � F'HUf�$ � WALL r1Cri14T 9<4A GEsCENT � YtEIEfIJtJEC1 _ ! ._-.— -{, p:ECEawEO RJCwr~ESCErJ1 I•r^+ 1f ��GBTAT F L A� H u:AIER FRCX* 94CFJJ✓ESCEr4T • 'y � •. sG � ••y! � �� �� 4 t . } Lir . I ETEMALL �� ELEC1fuC.AL PAh2Et GE IL FAN(F'Fl-UIF.'E) � �`"`"(•-. .. � rx1ERIGR FLCx.'p LIG:J19 . FLUGFcE9GEfJT 1UCjE \` f _ 1 SJFfACE f FR r Lf v'tQAT 1-lWiT I AC LrC H13 50 C4 S D 00, a�AX-\ A ON El ICA ;n U W + . A � v ��r✓ SLR• � � �' La STT Nmom I CV fill N 17 0 1 1 1 I 11 [��.' Ar w ALL M� LZ Q) r. v -Tyr., 4,�- Wil ;�. v CIS Q _ DRAWN r � F-- Lif' P�+K ����' T, t��t7 DATU BCALN �iiCP wr� .JOB NO. y , SMIST ,, ��a o � I 1 REVISIONS BY cn CI ION w , 1 � r - G�G1 f4 <P low i � ;<A -jTZ r relL—4 I r __ ...._.. _ .ter. . e -•'_.... _��.�—._� _'__-� -�-.� �_ ' i .,. .. ...•.,..n. r .,•r..,,.... ..-..-.M-+.•�•V.^+^rw.hr..r.cnrw...w.,r.rw�.+*.rw.�Y.+.'wal�..V•-fM��!N.Y.a'J^'....._•w:..._'V'.,...�.',.r.. .M'...w'•1.'Nr/i�..,.e.. I'......a.w--..:�.•Iv Yep .bY1c _.'M1'AV^L.•Rx:.I�r.FY•+f.Ygt•1R-u.Jl'�A+.wr:....MAr+NV W�+�,•� 'fm'1..0.'•L.�� ..n.-.. r • .. ..... ♦ �.. � rd..w k-'L'rF�C»•-M.r n s -♦ a.. M•r.: • Y� nr 1. V Nwr W...a.,r .�w.y Wr,..Tr•./^�we:Y/n'-_r A 4 L IL __-�.,_--._..� . ^� -�. ..__-_T'� �..�.,-•�,...--_..-...r.....,_�..-. �" �--^--__- _... - - _.. _ _ ,. ,-. ^__. _____ _ -_..___ ___.-..__.,rte._ -- ...,_._.-__».�.. _:w .. _ ,.-.-. �� { Ly- jif IT ly �tjr t CHECKEO DAT S - _ 7777777-�-- 77777777 -- T= ,.mw.__. µ_ _ .__ __ ._ . .�. ___ . . SCALB __.. - .- s f 1 • JUE3 NQ. y swr-gY r R d as �] SHORT% F -- - REVISIONS pY t3)I56NTINUOU540 ` a CC WATERPROOF BARRIER w1.4 x w1.4 WWF BEARING MALL. FOOTING SECTION/00'3 ,mow �. t-i-TL. wG (•� lr.l MY� H.4 r2 vo GnR b _. • 4 �( C?1 r�!v � �} I IG�GA fL ( w t. x WWF B x 6 w• ''T rZ l rA j -T WATERPROOF BARRIER 4' r .. ' CURB STEP SECTION f40 -- ..�._ ._ _ _.__._ .A- _ w 0 —71 !". D MIN 12' MIN ! • rWATERF W1.4 x W1.4 WWFROOF BARRIER 6' OPT. EXXTENSIQN (Z G G cr°� IN BRICK LQCATIO 5 1.111 ' ' o ON FND PLAN 5 CONY W MONOLITHIC FOOTING SECTION 1, GLeA�1 �LJT r « 5'tl.,«8 ti.v\1. M•.YYUI•^M•. +rw'W gym. .n^.i.—rf.ri •M w, r.. •x +w • H S.+.ti,. a*,N..3•a .. ., .. ...,.._ .. . ...,.3. ...........,...y4.,Z.."d'4•'L$1...[4.Iid:.- .7pr,«,. 'Y+r+r°t,. .,_:+r4*n'✓w++- +:: ., w+r,a-•., wa':i:-mr :r;a'rr.a.r.va .^-nrw. w.brr•`.rrr Ys :r-++P.r,'.^r,rtsnrw+ax..mrsW, ...,.r - .•, w^e:ti.-.nnn-•., .w a ..r.w,.- .C,.. Lr..., .,y,-.' ...a+R•'n.w3 i--� . a- .-a+.•vvi. _ ?':. ..+aW,.3,e.:.ry..;.r. k.4�r"_'e'. "-'E.,-::. .or a,uas.'k2^:rx...w ...rx -•� _....... ..a„y.r.....«..�"..k....... r.-...e.r....... s,ni'x'Nd^S ...yr,7Rw.y.I w.-a v 7/150 OSB ROOF DECK. NAIL. 6' OC ON EDGES, 12* OC IN. FIELD (UNO) WITH dd COMMONS. ��i�{81r4 _w' PRE-ENGINEERED ROOF TRUSS l -wart fiii �BGY+ 0 11••I NO �y«a A DOUBLE 2x+ N0, 2 SYP TOP PLATE. -fASrTfN- I x2 P-r•nwP M-rt..r�vtp •- r+w �ec>we ►�o r-�s ocl~••sr saw• Key No-rss .. � Soffl-r W/Go NT �H,T.• •-fttNa . u+ •- �t -wfM++��aE��Toa • 7/1 s' OSB OVER 2x SPF STUDS �M��l►P�' �4ltii4'4TW�iAp4. � `P a~�j -'e .�ou+�u� Flo p•-rT 0 1- FASTEN oS8 Wad r �u F,a��-�r ; i u M�T�.LT #a►CTF� FEF. O s t �4'Tejzlrg. FINISH 64CW- I iI I —1 I �� avlr�Z I s#F1�L 3 /z c� �,q L�/. >3aGTs t I�tJ-r� FLI a�I-ryvox EwIW Wap , 2 >t BOTTOM PLATE. FASTEN TO I j s fiSERG► J _ • 2 - zit r. Y-f• • _TI�SAb —3/4 • Tac PLYwo f � 2x2 P-r. P I� KSS � 5' v�. - • FLOOR TRUSS OR 1-JOISTS I �'i S/$l'x loll K.T. G'iGKI r4 G . �° v F-- --;•Od.-TALCS-L�S•�J�2--0G. r7 1' •t„(.Q�. r N . �� . "� Or i J DOUBLE 2xG NO. 2 SYP TOP PLATE.wi _ 1 - I 1 O 16' 058 OVER 2x6 SPF STUDS -16' OC. FASTEN OS8 w/8d t� Fz= 11 t1"f�u}.�Tlvy � U t 4 �I rz F" I 2x G PT BOTTOM PLATE ' rr ' \ n • BOTTOy PLATE-f0-STt#}1 `/TPPb X fou 1 CI,� -+ 1/2" ANCHOR BOLT w/2'So x 1/8' WASHER _� '�f ( ��� ( ���`� LEVA.771 1,] 4' I i 45t G MU } • C11'�o71-t' �vt.IV# �--'---� A u Go N G. S e.AB j # 5 4' Ae" d,G, W/ t VI oRawnl wxw• Id loW 0eN0 Top , 01 1 F> sWD ID01r. w1 / W111 f oM v fnIL..v,��R �t���K�d I . >�jAF4z1W oNCLAN I r i •`TR.eArmV, DILL 01 f°t-r N oaT N ' FvvT1 �' s�cA�� 44 It GvNT. dN. UNt71,rrURMp �_`1 �' �n� rvn. . � 9Hi@6T T GAL64ALL., dJ 5C- ION q W1111 r. if oil I op 5 8141915713 A �, : ROOFING: z GENERAL DESIGN CRITERIA: � 1 . Roofing shall comply with 2001 FBC Chapter 15. Cedes: . 7-98 ACI ATIC NDS AWPA, APA, Latest addition U.O.N . .-� 2QQ1 Florida Building Code, ASCE, � ( ) .---, 2. Asphalt shingles shall be designed for the applicable wind zone of the structure. j--a GENERAL NOTES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. w � 1: It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities , r 4. Asphalt shingles shall comply with ASTM D 3161 , having jurisdiction over this type of construction and occupancy. All contractors are responsible fo the e means and 'methods of constructing and shall do their work in conformance with all applicable codes and regulations. MASONRY: 2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. t (� 1 . All masonry work shall be in accordance with ACI 530 C ASCE 5/ TMS 402 Masonry Building Code. 3. Contractor shall supply, Locate and build into °the work all inserts, anchors, angles, plates, openings, r P P Y. 2. Concrete masonry units shall be ASTM C90-75, Hollov�v Load-Bearing Concrete Mason Units, Type 1 sleeves, hangers, slab .depressions, and pitches as may be required to attach and accommodate other work. . Masonry Y P , Grade N-1 , normal weight, with a minimum compressive strength of 2000 psi (f'mw1500psi). 4. These documents, as instruments of service are the property of the Engineer of Record and may not be used or reproduced without expressed written consent of the Engineer of Record. 3. Mortar shall conform to ASTM C270 and be of type S. in re intended to be typical and shall be construed to apply to an �-� 5, All details and sections shown on the drawings a yp PP Y Y 4. Grout when specified. shall conform to ASTM C 476 with minimum 28 day compressive strength of f000psi. A similar situation elsewhere in the work except where a different detail is shown. Grout shall be mixed to provide a slump between 8" to 11 ". 6, -The owner will provide contractor with a soils investigation report and analysis. All requirements for site preparation � specified i the soil report shall be followed unless additional more stringent requirements are 5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings, and soil compaction n P specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available Lintels shall be of sufficient size and reinforcement for the given span loading conditions. P Y � ° � to the contractor. ` FRAMING: C,..� 7. It is the contractor's sole responsibility to determine erection procedure and sequence to unsure the safety of the building 10 U)o and its component parts during erection. 1 , Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified by the plans and specifications. r 8. Tempprary bracing: Contractors shall be responsible forall temporary bracing that is required during construction 2. All woad framing shall be fabricated and installed per ALTO, TPI, and National Design to' keep structure safe and, plun�b until the entire structure is in place: Bracing Specifications for Wood Construction. shown on structural drawings is for the completed structure only. 3. All framing anchors and connectors noted on drawings shall be manufactured by Simpson or equal. 9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. Contractor shall report any differing conditions to the Engineer of Record prior to commencing work. .. 4, All wood members exposed to weather or in contact with masonry, concrete or Coil shall be pressure-treated. 5. Contractor shall provide all fastening � hot-di g devices necessary, and suited for each application. CC)P!S►TF��JGTI�('! P;IOT� Fastenin subject to moisture shall be ' p galvanized to ASTM 153-80. , COf#CRE-fE: 6. All metal connections and fabrications shall comply with A.I.S.C. specifications, �- Q0 `S . All concrete shall have the following minimum compressive strength at 28 days: slab on grade, ------------------------------.-----f c=2500psi 1. Prefabricated structural trusses shall comply with NFPA National Design Specifications for �/ N footings and remaining concrete-------------f c= 3000psi Wood Construction, IPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. n rade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor �D 2. all concrete slabs o g 8. All trusses shall be designed and certified by Truss Manufacturer's registered Engineer. barrier. Such slabs shat! be reinforced with 6x6 W1 A x 1 .4 wwm lapped 8" at edges and ends in conformance with ASTM-A 185, or T 1 111 � � fiber length at 1 LB/CY complyingwith ASI C 6 Fiber mesh Reinforcement shall be used with minimum 2 9 9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at a Q uJ , F. lean sand free of debris and other deleterious materia{. Fill shall be compacted to a end reactions of all girder trusses. 3. Fill under concrete slabs shall be c w • at least 95np of Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite density of s w a y 10. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. � �' �' 0 04 = poison before slab is placed. PP u_ }-- Desi n notes to include the rated load capacity of the muss to truss connectors, r g y tors, and manufacturers license Co to fabricate trusses utilizing the connector system proposed. -The contractor shall approve fabrication and s v a' 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95 °o of Modified Proctor Maximum PP _ 9 two feet. 2' below the bottom of the footing. installation drawings showing size shape and l • Dry Density (ASTM D1057} for a depth of at least t ( ) 9 g g pe layout. 5. Where shown, cores of block masonry shall be filled with coarse grout or pea 11 . Bracing of trusses during erection installation shall comply with TPI BWT-76. with minimum compressive strength of 2500 psi at 28 days. - gravel concrete P - ..-- 12. All prefabricated wood trusses shall be securely fastened to their supporting walls or beards %Mth --,ti•�' ••=- ::• r 6. Reinforcing steel shat{ be ASTM A615 Grade 40 deformed new billet steel hurricane cli s or anchors as rioted in the A A 01318 and CR Manual of Standard Practice, conforming to AC 301 C P Truss Connector Schedule. r 1315, r 0 ( ) 13. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling, latest editions steel in footings, beams and � , 7. All continuous vertical and horizontal reinforcing 9 'mum of 36 bar diameters or 24' , whichever is greater. STEEL: �' ••' •� . columns shall be lap spliced a mini reinforcement: 1 . Structural steel shall conform to AISC Specifications for Design and Fabrication an Erection 8. The following minimum concrete corer shall be provided for P g d ection of Structural Steel for Buildings, 3"---------•----Concrete cast against and permanently exposed to earth. (latest editions). her, 46 Bar and larger. 2 --------------Concrete exposed to earth or wentsc��E: 1 1/2"---- --Concrete exposed to earth or weather, 45 Bar and smaller. a. Welded connections------------------------------ AWS D1 .1 N/A 1 1J2 Concrete.not exposed to weather or in contact with earth for the primary reinforcement, v U.O.N. �� P � b. Anchor bolts & threaded rods------------------- ASTM-A-307 a oo Nor sc,�LE ties, stirrups, and spirals in beams and columns. c. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 IF+Is or�,�UrINc and footing bars shall be beat 25" around corners or corner bars with a minimum 25" RELEASE DATE- around Horizontal beam g 03-25-03 f necessary to support reinforcing steel. RE`✓tiS1oN DA E:, 10. Contractor shall provide spacers, chains, bolster, etc., n ry pp 9 exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. 0��00-OQ Support Mems which bear on exp DRAWN BY: 11 . All reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concrete structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings. t CHECKED BY: 1.2. All concrete work shall be in accordance with " The Building Code Requirements for Structural Concrete' , DJ M I i"Specifications tions for Structural Concrete for Buildings". ACI 301 (latest edition). It ACI 318 (latest edition), and Spe� ca SHEET: GN' rn R i !804.6.3.1. Ventilation. Graw1 spaces under buildin�3 without basements shall be ventilated STUD TABU Uy approved mechanical means or by openlncdg in oundation walls. Openings shall be arranged STUD SPACING FOR EXTERIOR LOAD-BEARING;WALLS NUT wJ x' x x• x'1/a" WASHER to provide cross ventilation and shall ba covered with corrosion-•re515tant wire mesh of not less t. ALL LAPS Itd rUF�Ft�T� r�F E ARltky WALLS BALL i CEILING No. 2 SPF No. 2 SYP tJv• 1 SYP A 1.11NIP1.M OF 4'Q'ARID FJAILED r11TH 12- 16d COM - - 4 - --- FLOora sYsTE►1 zx F'VdE (SYP) w/ LHo than I/4 inch (Ea.4rrrttl) nor more than 1/2 inch (12,7rrtm) fn any dimension. Qpenings irT HEIGHT x x SF H4 tJ' p 3,2" d.c. LENGTH hL41LS OR 16- 3'x .13i" 44114 NAILS,. / cuT CUT LENGTH SHALL BE 44" foundation riali5 eha11 be not 'i than the following 1'I 1/2" iTIREADEF ROD ON LENGTH FGR 1fi• DEEP UUiST 2•ALL GAIT EICD5 5FiALL 5E BALLOON Ff2A?•�D O1z tl ft. 16"ot. 24"oc. 16"oc, 24"oc. 16'oc. 24'oC. ' 1/3' COUPWIl TO BOLT I. hhere wood floor system s are used, such openings shall have a net area of not less 5RACED F'ER T�TAIL. ]IMBERSTRAND PJM JOIST than I SG;. ft. (0.0113 m?) for each 150 5q. ft. (14m?) of crawl space. 3.ALL sHEAR iALLS 51 DE RAILED, AT 3"ac. OR 6"oc, r t r 1 z d PT SILL (AS iON ALL EVS-Cro AW 12'oG. INTEP 1E iATE 9 ft. 16"oc. 24"oc. 16"oC. 24"oc. 16"oc. 24"OC. w/Od COM ti N.a.NJ tBLOGK ,ALL LIN54"ORVEP 2. kAhera other than r400d floor si�stems ore used, such openings Shall be not less eDoes►wTH 2>(4 Ft�TvuSE E11LC)C�ING. SraEAFhJPLLs +t `,F-tALL ff 1 32'CDX OR T/I6"050. tu.ON� 10 ft. 16"oc. 24"oc. Ili 24'oc. 16"oc. x $' ANCHOR DOLT cLEnJ� than 1 1/2 5q. Ft. (0.14m?) of net Opening for each 15 Ilnear feet (45TH mm) or 24"oc. of 32' d.c. SPAN major Froctian thereof of exterior wall. 4.5TFAP HEAL>fR 9T1/G5 TO DOUBLE TOW PLATT= W - a TERMriE SHIEtO 511 AT EACH UV OF HEADER 40 NAIL vV I3- Tod r ' x I In NAILS OR r2- .131"x 2 172.60JN MAILS. t t ft- N/A 24"oc. N/A 24"oc, N/A 24"oc. u-UNTEL w/ , s CUNT. / 3. lrlhere asphalt saturated Felt welghing t5 Ib (2.-T kg/m?) per square, lapped at " MN. VI$OUENE 5 vERTIG4L AT a8" o.c., least inches (51 mr1) at Dints, or, 4 mil (0.102 nxrl) of eth lana lopped at 5. HEA K 51UC y IER I-IEAD4F2 it 1.21LE9 <NAILS( 113E � IN Al3 CORNERS AND ON EACH • P y y pp NAILED TOGfT}tEFt AT 6"oc. +�/12 d1 fyUrJ NAILS( .131x 12 ff- N/A 24"o C. N/A 24"oc. N/q 24"OC. •,( IN A lC OR ERS least 4 Inches (102 Ir" at joints, or other approved vapor retarder 13 in5tol(ed 3')STAGC'�EF?trD• CLIP UNIT TO 406 PATE i,-4TH over the. Ground Surface, the required net orea of openil may be redviced to I �6 GLIFa ArrD NAIL rpTN 12- lOd x I t ttAILS ' 10' x 24' CONC, FTC. N.a.NJ W/ 3 �3'a CONT. LF�JCTN 10`% of that required above. Thera shall be one ventilation opening within 6.ALL w:rl[?CJw AIJD Docn2 GUh1PorJEINTS FvsT DE F��+G1ED 13 ft. tJ/A 24"oc. N/A 24"oc, N/A 24"oc. � i^ Provide minimum t" 3 ft (q14 rrxT1) of each corder, and these shall be of actual size totaling a minimum To VilTH TAIJD ITE DEs1cyN HIi P I_o)AL 5. a end distance of r�O or recivlred openings. 14 ft. td/A 16"oc. N/A24"vc, N/A 24"oc. NAIL w/ 1 1 - l Od COM 1,ALL COrAtEGTORS ARE Swrlpsc+n OR EGIUAL. N.O i IN EACH END LENGTH 4. An operable vent louver shall be permitted only where art approved vapor barrier 8,( TOP AND BOTTOM ) FaJftDAT!Or1 C'ESIGN 15 RASED CRd MINIrUM r,OIL 15 ft. N/A 1i N/A 16"oc. N/A 24"oc• f Simpson Strong-Tie 13 In5tailed over the ground 5vrface. EEARIN& CAFACITY OF 2p00 pst►. �. C516 AT 32' OC. TYPICAL FOOTING w/ BRICK VENEER OFFGPAUE N.T.S. 5^ Vihere combustion ectuipment is in5tal(ed viltriln a crawl Space, afr for corrtbJstlon 16 ft. N/A Ili NIA 12"oc. 0 N/A 16"oc. r" 5hol) be provided In accordance with •105.1.1.4 2010, and Ghopter •T of the NOTE:TI 113 TABLE APPLIES TO STRUCTURES VATti MEAN ROOF HEIGHT LESS TtUG1 25' WD !, � TYPICAL 2-STORY BETWEEN FLOOR STRAPPING Standard hleGharlicol God@. CUNSIRUCIED IN'JJItJD ZtUtFE OF 100 OR LESS AtlOIdIN. %8'SHEATHING SCALE: N T S -%T STUD GRADE MAY BE USED ON 8'OR LESS NOMINAL PLATE Iii i115 ON SINGLE e stis,e►i Y 2.14 MATE STORY AREAS OR THE SECOND FLOOR ON TM STORY APf.AS. r 1 ' aLcxwNo kego SIMPSON PA 51 EMB. STRAP GARAGE SLAB THICKENED EDGE v " f � Iewur.aclurvea rcxJfJLcicw Nntur�c pat-;:lu, HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR HVIL,Cllr AT FAGN JQIST� 3-2xla awe NUT W, 2" X 2" X /8" WASHER - STEMWALL Sit,, ON LIT70 I0.15d CON NNLS HTT16 s'°'x e'`''LSE wti` " 5!8'THREADED ROD WITH MIN.10"EMBEDMENT u terrane �r �-SWP50111 PA-23 I _ STEMWALL FOOTING USE EPDXY ANCHOR SIhIPSON I1TT16 Cd C01a N,VLS HT%2 NiA 5l8"THRMED ROD WITH MIN.10"EMBEDMENT ONLY WITHIN 1&1 `---BEAM-- w/ 1/20 THREADED 6- OF EOGE CONCRETE. LTT20 1,Txr 1!2"THREADED ROU WI1H MIN.B"EMBEDMENT ROD THRU CENTER 4 _ #4 BENT INTO FOOTING AND r ," I - T � T1-i ICKEN ED EDGE s1.2F'sDN H1722 32-16d sIti1Rs p}{p8 IJiA 718"THREADED ROU WITH MIN. 15'EMBEDMENT 1 wL vtsou[,+E cruUE 24"x26'xt2'CTC U 24 3 /Sv EFr. (U.O.N.) #4 VERT. TYPICAL S,MPSON F'HG8 24Y•x3'SGSSCREWS WEDGE ANCHORS SHALL BE"RAWL-STUD"OR"KWIK-BOLT'OR APPROVED EQUAL --PERMACAST COLUMN 1 #5 CONT• EPDXY SYSTEM SHALL BE SlVPSON EPDXY-TIE 'SET"OR HILTI"HIT"OR APPROVED EQUAL r (:j),�PICALINIERIQRFooTING oFFCRAQE 11.T S, CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 w ( O_ ALTERNATE NAILING 2 PLACEMENT OF SIMPSON PA51 EMB. STRAP p r ' NAILING SCHEDULE ' . g 45B SHEATHING CONTINOUS FL SHING 7r16•STRucTURALROaFSHEATHING REVISED 1t/26/oz 1/2"' THREADED COUPLING 2x4 OUTRIGGER @ 48'oc ' HURRICANE CLIP H-25 OR EQUAL G O N N E C T 10 N TYPICAL. NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 � W ( 48"oc COLUMN BASE BLCICKINGRE(lUIRE08ETWEENOUTRIGGERS� La in double lata _-- 12_ 16d common 16 µC.131" x 3 1!1" ug n nails 20 12d sinkers t 2x4 BARGE RAFTER CONT. 6" o c. on edges and 112" o c. in the - -- held with 8d common, box, screw 6" o , on edges and 12" o o in the 4" o c on edges and 8' o.c in the 51MPSUNA35 SVV �shearwall shank or nnq shank haij with 0 131" x 2 112" gun naus field with 0.098" x 2" gun nails FOUNDATION 2x4 BLOCKING @ SHEATHING SHINGLIE STRIP --- -a n edges --- --- i r = 3" o c on edges and 12" o c. in the ,• #4 CONT`• 4'FROMGABLEENp �, Bald with 8d common, hex, screw 3" o C on adges and 12" o c. in the ASCIA SVV3 . shearwall shank or nn® shank fald with 0.1131' x_2_ 112" gun nails f� 1/2" X 10" GALV. ANCHOR BOLT 6" on Nall supports with 8d 6" c c on all supports with 0.131" x 2 (CNC . & PART. ENC . 1 /2" or �• l TOPCHORQUFGABLELNpTRU$5 common, ring shank or screw 112" smooth, nng or annular shank gun 2x4 SCAB CONT.TOP 70 BOTTOM DROP31,r2" 7/16" Roof Sheathing , shank,4" o c edge nailing *,thin 4' nails, 4^ o c edge nailing within 4 or r. r� « FL. JOIST TYPICAL "PERMACAST" COLUMN CHORD(�B'FROtdGABLE 120 MPH of root edge and ridges roof edea ( 1 Q is r:l TT--1�imons: in each end O2 ti< ���rr// CONT.2x4SCAB FROMTOP TO Simpson L S TA 30 to tat) 3.12dNAILS TYPICALATX-BRACING 9 •70d corn ons in ea:h end fB -' I I_ BOTTOM CHORD @ X-BRACING 11 !! 1 T I 1 I 1 I (PROVIDE AgDlI ZONAL 2x4's @ Simpson L S T A 2 4 I�, I 2x4 SCA3 IF VERT,WEB IS NOT - 1 f ( 1(( f ( f ( ! ( + � 10 �d Com rnr ons rn each and ; � ) {-1 I -•1 11--!1 1 PRESENT VERTICAL IF HIGHER THAN 48", , _._ __ __� Simpson HTS 30 t2D total> � NOTE: TO FORM AN"L'SHAPE.) - �i 3 - 10d c o m ma ons n vach grid Cf" " '. II ��1 � 1 � 1 � - 11 • OPENINGS TO5 SimpsonMSTA36 �_- - (26 total) WIDTH USE 1 CONT 2x4x8'1f2 SYP LATEWtL --- i 1_.- I'"`F` ! ( ) BRACE 48"oc. TOE NAIL 1RUSS TO DOUBLE Sim son SPH 4 12 - 10a d x t t/2' n a Cls SPH4/6 TOP Q - - 0 d co OPENINGS LESS Tw+1J AND BOTTOM PLATE tv!16d COM(c�8"oc. S i m s o n H 2 .5 A t D - 9 d c o rn m ons (7 o to I) Q I_- o ,36" SHALL USE (1) KING 2x4 BLOCKING @ 48"oc.BET-i GABLE r S Im son H 1 6 - x t-t/2- in p to to (1) CRIPPLE OPENINGS 5' TOZBOTTOIA (2) 10 10d x 1 112" in ratter, 10 iCd AND FIRST TRUSS. CHORD Of GABLE T� � x OPENINGS BEI WEEN 7' 'WIDTH USE END i RUSS - v 1 N Lr) L Ij�Y i , (2) SPH4/6 TOP Simpson LTS 12 _ _ 5 - tad corn mons in rafter S plates 5 - 1od x 1 112" naris n ratter B ales �f -�_ _ � AND BOTTOM AT2.2x4 TOP PLATE t� r^ � CA SHALL USE (2 KING STUDS 7 - 0.148" x 1 112" naris in ratter 8 _ SPH4 6 AT 32' a.c. ! _ & (2) CRIPPLES. 5lmpson MT512 _ 7 - 101 commons in rattsrd plates etas (TYPICAL) ( OPENINGS EXCEEDS 8'-0" TYPICAL STRAPPING (uN0) 2x4 X-BRACE(4 8'-0"or- IF 2x4 STUDS! 16"oc Simpson LTA 1 11 2 t 0 d x 1 1 12" - -��_ W- T� TYPICAL PORCH SLAB TO STEMWALL CONNECTION IN WIDTH SEE POW. NOTES: ` ANCHOR BOLTS Simpson PHDB 24 1r4- x 3- SDs screws � ALL MEMBERS SHALL BE SYP _ ��_ MAY BE LOCATED Simpson MGT 2 2 - 1 0 d commons ---"i 'I AT EITHER SIDE -""`- O' t „ Sim son HTT16 18 - 16d commons •' Lt- OF K114G STUDS, Sim son HTT22 32 - 16d sinkers " PLATE MUST BE __� _. �_ Z N01i --J CONT. BETWEEN TYPIGAL GABLE END ( X-BRACING ) Of LLQ Q l` SINGLE SILL IS BOLT AND KING i W '� �f- 1` ' r ACCEPTABLE FDR STUD OPENINGS UP TO r 5'-1• WIDTH ANCHOR DOLTS U- ` : 1,', "• ,r: ML"S7 BE WITHIN III '1 _ 1 'I . Al12" OF KING _ I .-:_"I f` " STUDS (X� �4LL Q 1/2" x 10" ---� 15/32" 1 MAY BE USED IN LIEU OF 7/16" OSB C--- Rii 10 WALL Si FOR TYPi ANCHORS ANCHOR BOLTS ;C', r11 Q AT 32" o.c. - 1 f15 CONT. (1YPICAL) T '. PRE--ENGINEERED TRUSSES AT 24" 0C. - 4' CONC. SLAB 25001 w/ H 6x6-10/`10 WWhA TYPICAL HEADER STRAPPING Q FIBERMES OR • > x .. REFER TO SECTION TO RIGHT FOR ROOFIN r 1 r CORNICE DETAIL AS ' } ! PER BUILDER'S SPECS 7/16 OSB SHEATHING NAILED AS PER � � ,� �."•.- .. "• , NAILING SCHEDULE I , GLf_AN. TREATED, COMPACTED FiLL •• S SEE DETAIL 4� Air '� i• � '. 11,1 a�,r >` , BETWEEN FLOOR STRAPPING > 3-16d COM I EA. HURRICANE ANCHOR AT EACH TRUSS F200F 51'STEM A5 NOTED � �Gr'� 3Q ' BLOCK (TR(J55 or f2AFTERS) ;;' E i ( SEE SCHEDULE ) w' �� ��' .r TYPICAL STEMWALL (GARAGE) - 3--12d COM (TYP.) i w/(2)6"SPK 5 UMiN dlFU 5 a .142")/RAFTER I,,t11 j •'�$ t • 2x4 BLOCKING @ 24"oc• (2) Zx SYP DOUBLE TOP PLATE w/ SST-SPH4/6 AT 32„ 0C. i 3" IN5ULATION 50ARD • i (U.O.N.) i SHEARWALL CORNICE DETAIL AS X6" Ore NAILED PEP, SCHEDULE ' r or 1r.C6 TIG DECKING Ott PER BUILDERS SPECS 2x_ SPF #2 STUDS AT 16" OC. NAIL w/ (3) 8d RING SHANK t • (SEE STUD TABLE FOR SIZES CLEAN COMFAGTED.FiLL TYPICAL INTERIOR SNEARWALL lU TRUSS CONNECT-ION AND SPACING AT VARIOUS HEIGHTS) ` SCALE: _ a, t-'ETAL ROOFING ATT CFED PER �/ M.4NUFxACTURERS 5PG5 FOR /2 ' f t #s CONT. 7/16" OSB SHEATHING NAILED 6"ac. ON EDGES ` - DESIGNED WIND 5FEEp U.U.N. • 1 -& 12"oc. ON INTERMEDIATE SUPPORTS w/ 8d BOX NAILS (2) 2x� SYP DOUBLE TOP PLATE DO NOT SCALE TYPIGAL, THICKENED EDGE FOOTINr, UNLESS OTHf;RWISE N07ED ON SHEARWALL I�YQUT 2x8 Not 5YP THIS DRAWING, a 2 x 4 STU05 O 16• o.c. No. z or est. SPF � NUT W/ 2" X 2" X 1/8" WASHER SUB-FASCIA RELEASE DATE:: , CLIP STUDS TOP AND BOTTOM 2x_ PT SILL w/ SST-SPH4/6 AT 32" OC. - z r I 2 x 4 Sit1DS 9 i6' D.C. wJ $$T- SPH4 0 32' O.C. FLOOR SYSTEM U.O.N. FLOOR SYSTEM 03�" 25 "QJ No. 2 or Bt, SPF ( ) ! r CLIP STUDS TOP AND BOTTOM 1/2" x 7' WEDGE ANCHORS 1/2" THREADED ROD ON ROOFING � REVISION DATE: . W/ SST- SPH4 rD. 32" O.C. � D 32" o.c. 1/2" couPUivG To oLT -00- 00 + .> 4' CUNGRETE SLAB w/ • 1/2• a �" WEDGE ANCHORS 6x6. loxto 1Y�VM OR TiMBERSTRAND RIM JOiST 00 0 32" O.C. FIBERMESH REINF. " 4 CONGREiE Si w/ 6 MIL VAPOR BARRIER OVER 2 X 8 PT SILL 1 DRAWN BY: e 1x6. 10x10 NW'M OR TREATED & COMPACTED FILO_ FIB 'MESH REINF. --- 4 a . 1, 1/2" x 8" ANCHOR BOLT G TERMITE SHIELD 0 32" o.c. TERMITE SHIELD I,. " +.� 1 CHECKED BY:sJ" _ (z) ! 5's CONT- U`-LINTEL w/ 1 # 5 CONT 8" 5 iilL VAPOR BARRIER OVER a a TREATED ar COMPACTED FILL -4 #-x- NOTE: FOR 2-STORY CONDITION 4 MIL VISQUENE 4 MIL VISQUEN Dim 1 i J (z) / Ts CONT. USE 1'-a' WiDTH w/ 3 150S CONT. 1 # 5 VERTICAL AT 48 7- U NOTE: FOR 2-STORY CONDITION IN ALL CORNERS AND ON EACHSE t'-a' WIDTH w/ a �5'p DONT- SIDE OF OPENINGS :1 SHEE TYPICAL INTERIOR BEARING FOOTING (SLAB) V ` • - 10" x 20 CONC. FTG. 4 nn TYPICAL INTERIOR BEARING STEP FOOTING r(SLAB) SINGLE STORY EXTERIOR WALL SECTION F TWO 5TO1.Y EXTERIOR WALL `lEGTION �(2) #5's CONT. (3} #5's CONT. • • + . 1 • i - .. 4 , LIVE LOAD= 40psf / FLOORS- �r DEADLOAD ' &xro PT P05T ON 51MP5ON A5U66 P05T BASE w/ (Z) 51MP.�ON 1-16 CLIPS (CWETor t=pst (CAf�F ET or YVC�OU) AT BEAM ABOVE or USE DEAD LOAD= 7 2 x 12 (TYP) PERMAc,aST DETAIL. (TYPICAL) TYPICAL. EDGE STRIP (5 (TILE) z0"� ` - - - DEFLECTION CRIT-ERIA a - 5.0' CARPET w WOOD= U450 LL ^y L1240 DL TYPICAL_ INTERIOR LON (4} TILE= Lrsoou t , U3G '0 UL i _ CQ Q t�ooF(rRuss}- I�1 I - LIVE LOAD= TO 20psi 2 T J I S t I " i x BC 10pst I DURATION FACTOR: 1.25 6 x AL Y 1 OI T UEAD LOAD= TC 7psl t ww F' / A O ( tic spst I N f �r L'__. - ..__�___- -r ROOF(CUNV.FFJ�ME} T 1 fiw RAPIER LOAD= i20pst LL Cpsf UL ��{, DURATION FACTOR: 1.25 T CEILING LOAD= zOQsf Lt 1 1dpsf UL MOWN A (n BUILDING CODE: 2001 FLORIDA BUILDING CODE �r w „ X f WIND DESIGN METHOD'ASCE 7-98 S �2 BASIC WIND SPEED: 120 mph r•` INSTALL HTTI& HOLt;)OWN AT THE BASE OF EACH P05T t BUILDING caTEcanv.n 1 FOR BEARING ABOVE. WIND IMPORTANCE FACTOR 1.00 1 .. i vm -----_ ___ _. ._•- -, WIND EXPOSURE,C 0 LL DESIGN FORE CLOSED STRUCTUPE 1 WIND PRESSURES ON WINDOWS & DOORS (psf) E1Tclosed Structure ' NOTE. ALL LOAD BEARING HEADERS SHALL BE r A MINIMUM OF (2) 2XI0 Not or BTSYR (IU.ON.) AREA OF OPENING EDGES RIP(5) INTERIOR ZONE (4) Pus Nei Pas Ne Z 0 �J (a W 0 to 20 st 35.4 -41.4 35.4 -38.4 [L 20.1 to 50 sf 33.9 -44.1 33.9 36.9 50.1 to 100 st 31.5 -39.9 31.8 -34.8 U UJ Uj 100.1 to M sf 310 36.9 3Q-0 33.D m 200.1 to 500 M 28.5 -33.6 28.5 -31.5 LLl 0 Base Design Pressure 30.00 GGpI=x0.18 0 ? c f 3 HTTIb AT SILL. 4 • (2) HT630 AT BEAT"i , HTTI& AT SILL 4 (2) HT630 AT E3EAM OPEN PORCH �EyNCs Rl�2 RE(~9ENT5: MINIMUM Via" SHEATHING REQUIRED Ot4 EXTERIOR CEILING$. NAILED WITH 6d � 2OM or BOXAT 6"o, ON EPGE5 AND E FIELD, PIGAL) � WIND-BORNE DEBRIS PROTECTION FASTENING I� Cf) SCHEDULE FOR 7/16OSB or 15132" COX `�� ' -� 5HEARAAL.L LE6END NOTES FASTENER TYPE fV FASTENER SPACING(tn.) (D � N = HTTI& AT SILL 4 � nHlr� arlacnal� unu. c� - . C4"TRJGTED WITH aTOW �r�rTTrrrrrrrr�jmTr� 5HEARWALL5 NAILED AT ro"oc, ON E�E5 PANEL SPAN Z R PANEL 4 IT E PANEL. 6 ft r PANEL -1 (2) HT630 AT BEAM OHUTTEf� OVER ALL WR00 � AND 12"oc, IN INTERMEDIATE SUPPORT5 AMP �D DOOR& 2 ft _ SPAN<4 ft SPAN a S ft SPAN a 2 ft CV' w GV � _ HTTI& AT 61LL, t WITH ad COMMON NAILS. AL.TEW ATE. NVoA L "PACT � � � I"' M O (x) HT330 AT BEAIM rrrr�8lerarrT AT� + r' 07 CTEfQdORI.GLAX)ED OPENWA 2 1r2"at 8 WOOD sCRkYVs 18 16 12 9 M SHEARWALLS NAILED AT 3"oc. ON EDGES - � LL. ' AND 12"oc. IN INTERMEDIATE SUPPORTS X 2 1r2"aY 8 VYOOp SCREWS 16 18 16 f 12 0 0 W IL WITH 8d COMMON NAILS. _�_ _ DOUBLE-HEADED NAILS Z sBv . . . . . . . SHEATH BOTH SIDES G1= 5HEARLUALL AND 10d COM or 12d BOX 12 6 NAIL WITH DENOTED PATTERN. 4 3 • Q >_ > 1 112"X#8 MACHINE W �, � (3) 2x4 3111=' NOTE CON5TRUCT 5HEARU .4LL5 VTH %4" INSERT CREW IN THREADED 18 16 18 12 J J Q N BUILT-UP POST 05B or '5/3z" CDx (U.ON.) �`� (/a Note: Fasteners shall be Installed at opposing ends of the wood panel. � WITH HTTI& AT NOTE : RIEF-ER To S�+E ET 5-1 FOR 5TRUCTURAI_ DETAILS. I Q � SILL. La -a - G ,LOR0 r n o CY) CD ' S-1 12''oc. BLOCKING) S-1 (12"oc. BLOCKING) • • '/ZP ~ -. w L HTT16 AT 511_ � TT22 BEAM -o� TT22 r SCALE: Ya .: 1t_011 4 0 U.O.N'. (3) 2x6 SYP 3) 2x6 5YP 0 00 NOT SCALE BUILT-UP P05T ALIC:NED BUILT-UP POST ALIC%NED WITH Po�T ABo'✓E. INSTALL WITH'POST ABOVE. INSTALL THIS DRAWING SOLID BLOCKING BETWEEN FLOORS. S T OI T at Igo' C. SOLID BLOGiCING BETWEEN FLOORS. RELEASE DATE: 07-31-03 REVISION DATE: 00-00-00 BEAM -0(0 BEAM -Oro x ' DRAWN BY: U� x CF 1 DJM II STRAP HEADER TO GRIPPt_ES w1 (2) STRAP HEADER TO CRIPPLES w/ (2) 5lt-1P5GN M5TA3rc STRAPS AT EACH 51MP50N MSTA3ro 5TRAPS AT EACH END. (3) 2xro 57Y END. ' ' BUILT-UP' PoST CHECKED BY: FSS / JKH y s�Bs sBs sBs SHEET: 5HEAFUALL LA-T,"OUT 31MP5QN PA-51 F-M13. STRAP 51triP50N PA-51 >*MB. STRAP NAIL; w/ 21- 16d C4h1. or NAIL w/ 21- 16d COM. or USE F'A-28 ON MONOLITHIC 5LAB5. , USE PA-28 ON MONOLITHIC 5LAk35. d OPEN ECISCW CglLiNICs EgQUlSgMENT5: I I`11NIMUM '/$" SHEATHING REQUIRED ON 4x4 PT F05T 5TRAPFED TO BEAM /P05T BELOW w/ ns EXTERIOR GEILINr5. NAILED WITH 6d 1`15TA36 STRAP AND w/ (2) SIMP50N H6 CLIP5 x � I n COM or BOX AT 6"oc. ON EDGES AND AT BEAM ABOVE or U5E I co I" 12"or-, IN THE FIELD. (TYPICAL) PERMAGA5T DETAIL. (TYPiCAL) s I' STRUCTURAL RIDGE 1 (AS NOTED) h SIMPSON MTS12 CUP �+ AT EACH WILR � — T RAFTER HUNG INTO RIDGE V/�IIII��l/rl_�l a� `� �/ `� (AS NOTED) — -- (2) 1 7411 x '5 L Y _ ��) 1 411 x II !$t/ L Y f . 3: 1 1..' �=, I (2) M5TA36 STFZAPS FROM l2) MSTA36 STRAPS FROM w � CUP STUDS TO DBL. PLATE w/ $ST— SPH4 ® 32' o.c. BE4M TO HEAD,ER/CRIFPLES. BEAM TO HEADER/GRII~PLE5. STRAP CRIPPLIES TO BEARING STRAP CRIPPLES TO BEARING 2 x sTvos ts' o.c. BELOW WITH (3) CS16. BELOW WITH l3) C51G. W � -TYPICAL_ SINGLE ASSEMBLY Q y C J ,� r U. LL. NOTE: ALL LOAD BEARING HEADER3 5HALL BE Q Q A MINIMUM OF (2) 2xw Not or BT 5YP (U.OJt) �' •� < \� O " 2 CONVENTIONAL FRAME ROOF AREAS SHINGLE ROOFS c UJ Span Tables for No.2 SYP Rafters U� Z UJ r , No Ceiling Load•10 psf LL,10psf DL iii UJ 5¢E 12"o,c. is o.c. 24"o,c, l2) HT 530 STRAPS FROM Qp 0 Ca -�fi0' —i5�j' i ' BUILT-UP POST TO BEAM xF--2�' ���—�� AND (2) C516 STRAPS , BETWEEN FLOORS. 2x8 5YP LEDGER NAILED TO Span Tables for Na.2 SYP Rafters•No Ceiling Joist- (TYPICAL E AGN END OF ` EACH STUD Oro"oe.) UJ/ (4) with Drywall Gelling•20 psf LL,15psf Dl BEAM) ' I .131" x 3" NAILS. _-�' SIZE 12"o.c. 16'O.C. 24"o.c. 11�I; (2) 2x1 rr 0 •° _.__ 51MF�5DN L55U2a (T'rPICA� Q I I I I Span Tables for No.2 SYP Ceiling Joist III ' - 20 psf LL,10 psf DL W. Q�1 I SIZE 12"o.c, 16"o.c. 24"ox. �III I � Eli } X17 r I✓(� i�"_ 24�6� 20 -�1rti'� III w Y 6 }LU V 6 U1 U q U Span Tables for No.2 SYP Floor Joist -- l� U_ 40 psf LL,10 psf DL }( 111 O 1- _ IllLLJ SIZE 12"oc^ 16�o,c _ 24�"o.c (Q W �. ^ 116 � o CD (3) 2x4 SYP N to N , A"-- (3) 2x4 SYP Roof Framing Notes: BUILT-UP POST III ILT-UP POST N W ' I III 1. Clip rafters to each bearing point with SST-H2.5A clips up to 10'span. AT (3) PLT L1r'L AT (3) PLY LV1.. I� F th o For greater than 10'span use Simpson LTS12. (2) I M J Cn 2. All ridges and valleys shall be one(1)nominal size larger than adjoining rafters. 2X I� rrrfr�rlTrU�l�rrrjr r��t f,��---- LL, 3. Nail rafters to ceiling joists with 4-.131"x 3114"nails, W X r I I I 4. Nail rafters to plates with 3.16d common nails. III III Z ❑ LL 5. All rafters and ceiling joist shall be No.2 or Bt-SYP. � J LU (2) HT530 STRAPS FROM "JII) • o- >-, > BUILT-UP POST TO BEAM } _ r L- ---- -- J � LL' Z - III III AND (2) CSI 5TRAF5 ly N BETU;EEN FLOORS. It � CC] I' Ii x11( XIII XIO R T 5 t 2-4. cc . (a NGUE ASSEM Y) = = z �111 SII �� < .� a 51MFP50N L55U210 (TYPICAL) o 3) 2x-4 57P BUILT-UP .� ;, N P05T TO RIDGE ABOVE. VIII VIII (2) HT530 TO HEADER. ` d , I !► III (3) 2x4 51`P BUILT-U STRAP 15EAM TO POSTS w/ (2) H5T30 f POST TO RIDGE ABOVE, I AT EACH END. (TYPICAL FOR EACH � tl tl III III 1 tl ,� � r� '•, 5 Y4 x S Y4 Y4 x 5 Y4 > 5EC-d"tENT OF RIDGE 151FA ) A AMN11101 �FLoORSD�I BETWEEN A( • / w� , : V�� tl I W rJP RALL P ARALLAM G5 6 I X 4 14 LVL I E B fi x POST TO RIDGE III POST TO RIDGE t' a r ? I ; ABOVE. 1 'F O 3z"' x 14" L RIDGE E I' (3 I4 x 14 ' L RIPSE EAM ABOVE. OTEs BRE RI E A BUIL -UP 05T = k+ v . (3) HT530 STRAPS FROM r ELO . PR VIDE EGQU L BE RINGx v ENG H FO EAG RIDGE M I"iBE III BUILT-UP P05T TO BEAM III 'I1 n _ ••tea.' SOLID BUILT-UP AND (3) CS16 STRAPS III BETLUEEN FLOORS. III LID BUILT- UP p 5YP COINER 5Y !ra P COWER . —1— SCALE: � rl r tl `c �' 2x1 FT RS at �4" c. Y4 _ .0• 2 x 1 FT R5 at c. -t -- T . _ - U.O.N. ING GJ` ��I LY �ry {� ( C ING C5 M L Y -- �._ ___ - 0. DO NOT SCALE �'"" }- � I (2) 2x4 SYP POST � THIS DRAWING ' TO RIDGE ABOVE. I OPTIONAL 2x8 CEILING 01 STRAP AT EACH END RELEASE DATE: N I JOISTS at 2.4"DC- OF POST WITH (2) HT$30. 07-31-03 REVISION DATE: 00-00-00 r (2) 1 1411 x 9 ,tl LVL D RAW N BY: ' w SEE TF,U55 Ao i<A�E 3iE TRU S 1 .�GK,��c CF l dJM II FOP, RUOF 1 r U55r5IN. I I I AOR RG E T�U55E5 I I I L �,,,.,, i N T� f 5 Ar=:E,=� CHECKED BY: FSS/ JKH SECOND FLOOR, SHEET. � OOP F AM 11�� L A� OUT SHEARW14LL LAYOUTS 3 � K rJ. F i ' 4O'-O" ef - - ._. ...-Y. — _ - -^ ._.— - - _ B — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a .... _ — - - -.. .... - - - ..._. _ - - ._..- - - _ — _... — _ ._. .._,. — ...- - - _ - ` I - - -� �. I I _`;— 2,/,6, PT LEDGERWITN ( ) ROWS . ; I i� ( Irvd GALv. NAILS AT 12 'oc. (5T ERED) w EXTERIOR WALL EXTERIOR WALL ! II NAILED TO RIM J015T. 1 � •� } i I I I { i j I 11 I ; i I ; r 21 T* 5ETWEEN JOISTS I I 51MPSON LU2ro PANGS (TYPIC L) .. y 2x6 PT FLOOR J015T5 AT 67- — �, + I 1 il Il Il CI - 1 -':1 it _LE w i L.- I I 1 1 l 1 I I ! I (1 1 1 1 1 1 1 1 (> l 1 1 1 f l z _I a" Cr" BLDGk ��s'<'`�-i�r..:Fi"•i�j�;'.;'�. i" N"f;r..s A _• .- ar2""Cc,�Mir"•�uu• 1e' rL7�'oc K SImp5ON FPA-la-�1 la 5TRA8" CMU BLOC (2) 2x8 'LOCCIRDER 2x8 PT 51_L2x$ PT VLL 1/" CMU 5TEMWALL 12" CI*R5TEMWALL 2xa PT SILL ON TERMITE EHIELD I5 '/ERTICAL _ rII}►iIIIII(I I1IIIII II �;II; IIIIIIIIIIIIII}IIiI I � • `Q ► �va2ac❑n� Q—❑Q1•-CA" . Lu all CMU PE2 j 24"x28"x12" FTG, GCNT. GANG. FTC. X1 T JV 15 "5 at 16,1 O wJ 3 CONT. GCdG ETC. Zo�LLCTION A - A c SE o jr �TT Yfq Z in, UJ L j _j 7Y IC32 12 I 0 VQWHCV♦ 7"W co Lu w 0 2 1T 0 7 ' t 1(U I AL"EXTERIOR W !IN$TQLL INaj J01 T3 lAT A L I WI � _� ' J ODS 4. AAIL AS FER 511C GDRx T JO 5T5 �t & " cc. 4A4 PT P05T 21,2 /4" GSELECT PT DECKING I-lxrPT LEDGE a �L `CC'dr(r�."�(.rr� VM-f�/ ' xa, pL O %D y I 4INSTALL DOUBLE FLOOR J015 5 S BENEATH BEARNG WALLS A5vEO I`- CD 2xa PT OTSILL T t2xa PSTEMALL _j Lcy) .� L l� _ - t , _ _II — - - - - - - rIft , k ���AI�:�,;{• :.. r CON + ► i rO r�O�I. IIIiI,i1II{I{}I!I1II{► 2'-r�I IIIOrIIIIII IIIIi II I"Y—��—II-_ -'irIiq1IIIiI '_o-or. f"--'!I)-r►__---_._..---I!j I -1_4—'---__OT_I�i�III I"_�!,_-_ -._ --.._i;II'I_�I__----------i;I�I;-�r'III ---_—--__-_-I_I�lI�.,.�2:J..'I{II-IIIII!!I!IIIIIII!III DiI!II i'�IIrIIIII1III!I!IIIfIIIIiiI I -I i}III►iIII{IIIIII!III1I! 1iIIIIIIIIIIII}III,I!I►IIIl Gg'QoI �rNGI� Womac '��•.'•til:�_'�' ���•,Q-L�,cLt ` (• � 1-te c� LT.LTQ INS ALL L IG BETWEEN FL( JOI5 AT 5TAIRCASEII }-_ I _ Lu 21AI " WA L5 ABo iZ ISt o� t J JC2xa2x1 4,115T6 a� CTIO TJDI 2ac �.CO� co Lo ITES FMD STAIRS HALL j1 (3) x12 'T L40zpE � I BE;DEBGNED BYOTHE�. (3) 2 12 � E _ D � " 1�•. .- • . , w L IrTr _ _ _ _ — _ _ — _ . _ — _ - - _ _ _ — _ — _ _ _ - - - - _ — P ri NOTEs FRAr'fED WOODEN �ALKWAY 5-ALL I e£ DT9IGNED BY OTHERS. STEP-FOOTIN5 STEP-FOOTING SCALE'LAA UNDER r ,, or 0 U-0-N • DO NOT SCALE THIS DRAWING RELEASE DATE' 07-31-03 REVISION DATE: oo-oo-oo 411 ONC. 5L.45 WITH Coxro 4' G NC. 6L 45 WITW 6x6 WUXI ESP OVER MIL VAPOR BAIOR FIBERM5OVER rMIL VAPOR BARRIEROR FIBER DRAWN BY: COVERT CLEAN, COMPACT, TREATED FILL. COVERING CLEAN, COMPACT, TREATED FILL. DJM 11 CHECKED BY: FSS/ JKH TNIGKEN=D EDCE FOOTING THICKENED EDGE FOOTING; _ _ _j - " j L L HEET: 2-O"14'_0" 2'-Q" 77 �GCE�w TO -o" NOTE: ALL p ���� I�VENT AND PROVIDE WH'� �IOR To CI�UJL -8FACE PER NOTES ON 6HEET 5-1 I R$ "171 - =41-1 '.- aF I � 4,