The URL can be used to link to this page

1679 ATLANTIC BEACH DR - NEW RESIDENCE DRAWINGS ESPOSITO DESIGN 8OAr 7.9' x x x x - X X - X x x x IMPERVIOUS SURFACE CALCULATIONS WWW.ES POS ITODES IGN.NET 308 SOUTH ASTER TRACE SILT FENCE x xSAINT ,JOHNS', FL 32259 NOTE: 10' BRL MAX IMPERVIOUS AREA 65% 9 o a 6 1 0 9 2 7 8 ' - -- - - - TOTAL LOT AREA = 80' 120' m 9600 SCS. FT. _ _ x � ......... x 9600 SCS. FT, X 0.65 = 62A0 MAX IMPERVIOUS SO. FT, EXISTING: 0 IMPERVIOUS SCS. FT. (VACANT LOT) ® POST CONSTRUCTION: 5609 IMPERVIOUS SCS. FT (HOUSE, DRIVEWAY, WALKS, STEPS, A/C PADS AND SERVICE COURTS) T MINIMUM C) uj '1 fl ry _ DRAWING INDEX _ .._ ARCH ITECTU RAL _ A010 ARCH ITECTU RAL SITE PLAN & INDEX 0LL 10.81+ FF �" A050 ARCHITECTURAL FOUNDATION PLAN N/ 10,5` FFE ' A100 LEVE ONE FLOOR PLAN _ A101 LEVEL TWO FLOOR PLAN 818r C4 9.5' 10.5' (FFE) C4 & A200 BUILDING ELEVATIONS,\ < A201 BUILDING ELEVATIONS A250 ROOF PLAN z A350 DETAILS .. _ A51 DETAILS x z 0t; _ W .w_� 113 _ . t 0 ELECTRICAL oC014 _ m In (FE AT ENTER � • a W // E100 LEVEL ONE ELECTRICAL PLAN x 1 � OFD IVES 4, x E101 LEVEL TWO ELECTRICAL PLAN r-- W #A4 � um U. low %i". 1 W6 t mo � 1 AN / x ` rz - POWASLE 40 / REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH 1 SEE PERMITS FOR ADDITIONAL E � ( // REQUIREMENTS AND CONDITIONS TRANSFOWIlt `� (, / Roy / REVIEWED RY: zfD ATE. 'x � �, / � SILT FENCE TOILET 8.011, (FE AT RIVEM AY APRON) XX X �_ x ,JOB#: MBB 15001 8.2-' IRRI"UON 7.9` GATE: 9-23-15 TAP 8 SIDEWALK NOT REQUIRED FOR THIS LOT. DRAWN: RE SIDEWALK LOCATION PER DEVELOPMENT PLAN CHKG: LOCATED OPPOSITE SIDE OF STREET. OFFICE COPY ISSUED: SVMR TAP WATER REVISED: ATLANTIC BEACI DRIVE B UP 10-28-15 THIS 11-16-15 7.844 (CROWN OF ROAD --- � - FOR _ 11 -30-_15 EAC NS EC Site Pian - Site Drainage r • ---------------------/------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ; ' 1 1 f ..�_ _ .......... ---- -' ---- --- ..... ...............'------...... ...... .........- ---..............---------'------._................... ESPOSITO -'` ` ........................................................ ..••_............ .... . t + 1 i ��,�•� � 1 ti i i 1 i 1 z 1 , DESIGN 1 ------ „ ,o �- ----------- .----------------------------- ;f. WWW ESPOS[TO DES IGN NET 30 $ SOUTH ASTER TRACE } E SAINT JOHNS , FL 32259 :i,• 1 ti REFERENCE STRUCO URAL .... ..... ..... uj ENGINEERING OR (fjff �r x INTERIOR I ' , BEARING & FOUN �• i i ' DD SIGN cn i 3 '� 1 •,1• 1 5 ] .I l___- - V 4 a•1p . r ..... a cn r.. ..... ..... ..... ..... ..... ..... ..... ..... ....... .... .. � ....... ............ ... ...... _.. 110 lzc • 1 1 1 Y /, �. --------------------------------------------------------------- -------------------------- --------------------------------- rw �. ; ; � - •} t Y7 1Y V�` A• 'Il�G •1 1!! .L�� U4 1� [' , , • I •I l `�'•''' �_a_. '__t `' `^ter+� i r.._- ._�+^ ^^•\ �. -_..h.. �•__� ti i"' Y ,\', 1 •,+• 4 - ---------------------------- ----- �-•'1 •' S ,�• +- -------------- `-------- ' f .... ...... -- ----. .... ..................... `I \ r.•�� _\ 1 _{ __:-/�) __71_7__ ♦ _+_ __I) _____/}'_�(_pq �_____{_}____/}+-..___ Ole: . ........................ .......1 � f1 Y _ ______ _ __ __ ______ ______________ � I_ Y ate••, •1 5 \'••�-• JOM; .l1v !Y 1('�/!�- f{.•y_}y 1111 •.'.`a'' 1 ,+• ` M� } ; } DATE. 9-23-15 5 , `'• E `.� 1�-- _ ......... ....... --------------------------------------------------------------- ; DRAWN: RE j1- "-'-'-�� t.� J -"""" '--'� J�'jJ ,/•' J -,• .______________#_C_----'_#__-________--_______----_________--_-_______- / 'J;. .....rr \ _ / 1 LLL :; SWVi �`' ` ti• '\. --- - ---- ---- ----- ----- ----- ----- ----- -- ____ ___-- ----- ----- ----- ----- ----- ----- ----- --_-_ ----_ ----- ----- ----- ----- ----- ----- ----- --- - ---_ # ,J 1 REVISED, ` 1 .... •1• r X. 1 { N 1 { 1 , , , � .,.��.• .�_... .,�...... ,.�...._- .,.-..,_• ...�...- .�..�... .....__. .�..��.: ._-,.... ._w... .__.._- _,._...�- .amu-,. ,..•..+._- � �- -�/� 1 - 28-15 .tt --------------------------------------------------------------- 11-16-15 --------------------------------------------------------------- 3 J 4 + •� , 1 r •fJ a \.. } N 14jr • ` .... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .____ ------ ...... ...... .._. ��/// }1�•� , __--------tc-................. � JL{.•.A iY -� -� �..- 'JJJ -- ----------------------------------------------- ------------------ -___-_________--___-__-________ OFFICE COPY - � � . , I I ./---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------/ ,�, .IPP-l6iR : I` I I : - e.................................................................................... ...... ...............-------------- - I - , / / -------/------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------/- /--------------------/------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------;io . , I : : ,I I Ol-X : It -4M .1ii, --ii .J7,)I�,� Olt-1.9 MoZe I : . . : : . � . : 11 I I k : 1. ?.1____. ._....__ , - : � - . I /I................................. iiii. --------------------/------------------------/---------------------/---------------------------;P; / . /--------------/-----------/---------- : : . 1. - - . I �. �, I I . .1 ,,1• S ii : I : . s : .)V - A49-<i le OW t 6-X, I Erg-It I .0 it., I .0-,q IlL-X I401 -.4 : 24.L-ZZ4 1-1 -L� �-'III', , '. : I 1. I I . I I I .. . I - I I : . . 1. .1 I : I I : I : 1. 1. " : : . - , '. : 2650"CSMT 2650 .CSMT ". 2020 FXD 2020:FXD .11 � : : , . I 11 . : : : : : I ., : : : . � ' . I : 8"HDR 8"HDR, ". 811i 81HDR ., : � : : : , : : .. . : ., : S �.�: ---I : �--- : I --....��.... .. - - -------I--- - �-�-�---�-�-�-�------�.-.,.- -�---�- ---- ------------ �_,_:.�:..... ____ . . . 1 :" _�__�,�,;,lll_,;_,;- --------1__ I I - _� - .. _4_ ------------ - : , . . I., I : \ \ : ., I—- -- ------- .1 --- � ....... -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------I------------------------------ . 1 ,2040:CSMT : . ------------------------------------------------- ------------- -------* I 11 i _ - = _ ... I � -''0111111111M : MT 26-10 CSMT' : : x .. .1, ! \--------\--------\ N, 7 , I �.1, , - .. : ,I .. . . ...-. pill . SO 2650 C.S I . .. . .., : . . . 1. IF 0 : .. 1. . ... ' : .. : .. . ... I 8"NOR a HDR � 8"HDR : : : .. . I : : : . 11 .. . , . V--------------_ ------- : Z-4 : .", : ESPOSITO 11- . ................. -�- - ----------- - � . I , I , .1 ., : F --------________________\\ , � I 1 : .. : .: 0_7 I---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- . N :: . XI. .. - -- ------- .. . I -----------`\ � I . " : : ,I : : N Il" cill "-I I 1. 1 .11 - -------------------- . ' : _-, . .. . , 1 . II -------- . 000 .. . . I : 1 : : I ) . . : : . :, : : I ___, . : I % : :: . ..-. . . Ill : I I : j CLG � ". 11 .. . I . , : .. , .. .. 11 .11 ( 1. .- I 11 . . : . : . 31.0 ,5 . -----------I------- . .. I : : : I k.- .. I : .. I . STAIR NOTE � : STAIR NOTE . : . I I : : a :: : I ...- I----- --------- I , .. \----- .. . --_�.......___.___.;_. I . . : 10 ______ I I , - ----------- 2480 i . . \- .� I : .. : , . . : . w : : 11 I I : : I : : 11OWNER'S : LEVEL 1 TO LEVEL 2 ! �GARAGE TO REC RMU 0 : ,I U.1, .. : I I . . : I .. I .. . .. : V : 1 : 1. ... : . ". - -------------------- I : : , 0 3i 1i k *0 - : : : to : I .. Oil : !9 - : ; 10 CLG i , .: .., I . � . . , . I . I I . I I . 11 ` : 17 RISERS AT 7 5/8" EAG , � I I ' 19 RISERS AT 7 7/16"' EACH, : V- : ,I % :- � (10 1 :::..6.x............fIN". : : : 4z : :., . : ow -� � . . . 0 . : : , NO : � ,I :: : 1 14 , I � � i :,:11" *. Ill " : : T- : : .. . STEP CLG TO 11 11 ..I N 4: ::: -1 : 11 : : )) � 11 . ! I .. 0. BATH ;Ip", !: ::: 1100 -'i : : 16 TREADS AT 1 0 1 : 14 TREADS AT 1 0 � ,I .( 4 I.: 11 � : .11 : ....... I M .. 3`61'"I" . 110 '� I : I : : : : : � : 11 : - . I I I � I : N � : : : WITH 1" NOSING EACH WITH 1 " NOSING EACH, : .1 I _S�-_Qwn . : 11 : : ! I I I ., . . ..... . ---------- 10" CLO '. : : % .- le------ 1 : : P : : : 1. I 1% : . - I I : .] : I � .111% ----- �-----:------------- --- .-- : : : � : : : I ` ... . : .. I . : . WITH 2 LANDINGS. : : : 1. : 1% : V ."'..", .. . WITH 2 LANDINGS. *1 : I : ,I X .1 i : i -, - 11-1 : : : : I I I _. � . .1 : : : : 1. I . , � : % 0 :- - � I : .1 I A . : : : : : 1. : �, : - : ,I ii :: : %O. 10 "OVEAHEAer . .. : 'C� : . ;----------------------------------------------------------------; 1. : 1% : WWW.ESPOS[TO DES IGN NET . . .1 * .. .1 :: : ; i C4 N : 11 I : :: I . 1 10WER I : : . . _- ---- --- --- --- --- --- --- --- --- ---- --- --- --- --- ---� --- 0. FOYER ---- 1 RAI .. . :: : ro : : . x --1 T I : : 308 SOUTH ASTER TRACE K : .. ft HEAD; RXED ::: .. I : � : Is .. : : .. I I : : . . I .. 0 10 Iiii&�VAND Is .. : 3080 GL imp 101, CLC : .. I : I : .. � .. I M : I '.1. : SAINT JOHNS , FL 32259 I .. : 11 . I ./ X N�. I .1 I : :. � � .. . . I .1 1 : : % . : INSUL - , : ------------------ . I 11''.1 �Ol __� _..I , I - ---- - --- --- ------------1-1 . .� , : I I , --- ----- 11 ___ - ___- ......I. .. .. I :1 I ............................�.......................................................___........�......................__.............�...........................�...�...�...............�........ .....I...............��....... . I .. .........�...........__............ �........... .... _L............ ...Jill I 11-111.1 -1 - -- ---I-- -------- -- - ................. , ---- . I .1 , 'Il....I...... � I - - . ................. ... ------------- %4. . '. . . ................... Z. \ I -- . . ., � -------- . : � , -------� I - ---- ---- - : . N--- ---- - I .... . . ., . I % - 1. 1, . I�;_ , .. � IREPLA TO : : :: I : I : : , .. . I . : �1 : 1. 1. I : : ' ; i / , .. . I............. : - . I . . , , I N, : 2?) I . : " ., I 11111111111 288a,ll - : : :: - 1% . I \ . ,. . : : I S, : 1, . :: �, I % I I I . 1. -.1 : . ., I " : /------------/ .*. % ---------------i : : :: � : : �-------------------------------------------- 1 . N . I . 0 :: : ":-------�_ I . , I I , I , : .: .1 I .1 �.9-2 , I : ------ : N- ,. I. ill 1- : : 11 � . : "I : 1� .1 . I 11 .1 " A-_ _ _ "Wil -- - -- - - ------ :: ::: . I � : i :. .. � . ." 11 ,I I I . : : . : , : : IN ; , . 1. �ll : "I . " ; :1 : . : : Area Tabulation .. -4----/------------------- .1: : ...... I IN ,I ! I I - - : l:i I-- . : : -------------- " , i . O'..,i I 11 : --a I . . I : I , ` : .�i :Evg . . t1l'i 0-Z ;A-31 jl� . I .11 I : I I : : I ,I I : . . I I N . 41' 43-110 Arr;0-- _\---- I : . . Name : Area : 1% I ., " : , ma 1. : : : : , k � I . , : : �V � , -..-"-. U u : : ::: I : k • 11� ------------ � ��_ x----1k__ i : . ------------- ) . N, : : p O" : . :,. 0.ill : e----------------------------- � =j IIJ 11 V%1 A I r%6 0% : - K : � :�i ,*do 'Level I : .1 : : k , 2756 SF : I mi Y, r : : :: C) : : IN : . . : :,� :" : : N : I : 'N : '4 1 . ..I.. :: I : I : : I I /------------------- "i : I k : 'N : :�. 0" i? .1'. 07 : 1. �, . 4 "i I . 1,Conditioned : , 1. .. .. I 119-Oil : ::: . . I . : . I . : . � i a ��-., __j : ::: : : . I :" o I 11 : I :. : X, .. ------ level 2 , 1016 SF 'I �, : . : 1. 0 : ,I .� I " %, : :,+ 0 .. : : : 11 1. : k � .1 :,+ W r_. ., : ., ��Conditioned . . . 4 .1 , I : : 11 I : I : 4 I.- . I . to : . I 00MCC90= , -'.1 : ., I I . � , :� 11 : ',Garage 779 SF . : b : ,b : � , : I he I , " : I 16 � .. ........................./ . 1. I : , .,s"_. .*_ ... 1. ., . I ....... ..&I & 1� � ., . : 11---------------------------------------------------- : : :0 " : 11 I ., . .. ..... . -------I I , . .11 . \------------------------------ I , - : : : , . I I cil N I I � .. I ., : lk SO N, : ,.A " . N IN : . . I : :..... ,kv ii : . : 'Entry Porch 55 SF - * I I , : � . I-011 " I ----REAR . .1 .. ........................... . : I I : "I : N : . PORCH------- GATHERING . I ( : . : ii I . . . . I . . , I . N I . . I I -- - - . I I I wj De 's : . . . . uj : .. I . : . ................:... � : I : I I I . - , �, ',N� 11 : ,I 11 I " I i Zvi . - ,stoop :58 SF � " , , I : : 1 - 0 : : I • ., L__ I . 11-------------- I , : .. ... ..� , . ... ... ... _. .. .. ... ... ... ... ... ... ..1 . .. ..�----------- . go , : CLZ L%7 . ....\.4 10" CLG I I 0`6 O' C 2 0"' 0 1 Of X91 , - . N. � -\- -- _" : 1. � . 268 : � : - : : I _UL" . . -.� > < I 1. .�.71:. 11 ,V .- . , I 1�0, Rear Porch 296 SF �, : li . . : : .", : �. .1 : : I-------------- 1. � "I, 1b. -- . : : 11 x : .1 : . I I I..,.,. . . :: - I I . . ,: I, -1 . . ci : 1 . INSTALL ELECTRIC POWERED , . 'Rec Room : � 0 " , :655 SF � ,I a .,: 00 I . OPNG .1 . : I i� ;�4 : 11 '�, : : �------------------------------;______ 1. t : � . . � : ,I *1 - . .. � ) .. , : V : 'Balcony : : . . .. Z � N ." �'011j \ . , :238 SF 4�3 PORCH COLUMNS .,� : : ; : .. x 3�� I . tn,� I ---------------- I I (4 -, . I 1: I :)o : 11 OW : I 1 1 cil . j___-, I x . . I � N _ . .,: POO '. tft , . 1%. 0 .: : : : : I : - ' I I . SUCA . ) ., 0%"'W ' ' I . 0I,z 1\ : ,IV)oft - ,,TOTAL :5853 SF ��, FOYER I............................................................. : :i CL . : � .1 An".-ill - Ill XZ ; : : x % : :3-ii;fW-nl` f-'--wr ..........�III- � : :� . = 0 %. • GALLEERY . � 1% 0. 1.1-, . w1r, :1% I . .1 1 .1 * . I ., . I ": &no ; •; : : %no 101 CLC , 0 : : he'.0 . . , : : . . . . . *1. : :�.j : ___ �, : :� . ., -F Cl 1, . 10"i L - - 1. 0 LL . 1% . I ; " : 10 . 101 CIIIi U I . ..... , vl� : -_ : - : � , � . , a.................V------------ , ................. . ..� . : : 'i -_ I 11 . I I. - . f ^ < ., /------------------ ------ ---/ _/............................. . I � . I , b : (Nj : . : � I � p : : ii.el ,^_t-X : xill I I .I0% 4 : Ix. P : -I----/_ : .t t...-It i 6-x 7"UZ� 0�48 i� . . 2. I. W VLO ill Lill X. k . :: , : : I 1.111........ L lb - 11 : ), : . , . - -_ - `eiiiiii :: I I .... . >�, - ---- -------------- :. _�--------- i,.__,Z_. 1. . . : I : . X: : rn () : f 01 , " : : 50,80 .......�_- ` ..... . ., I I : : I : ? � ,�% ill I------ -----*.... : : I INSUL : 1:11 ,�. � 11. .,L.......... , _'..., \- ----- J . ". . 'I- 'l:�_ ': :: 11 : I - _1______________ _ ..... 1.1...1.1._.1.1._,��_,_.,t . 09 : . I I ___.�� ........, I I ----- L : 11 I � I . : .......... .�..... : il. , , I ., . -1 . ; : I 1. I . ., " : 1. : .. . 1. .. .. . ...... . ,Q I : .. I ...... .� %_ _� : I : . 11 .; . : Ill . . 1. ..?* .N _ z .. . . SLP SLC 1.202 .. : I , . , " : .. .......... : " , : ;5n, : /................................/................................................... -/............................................................ ./................................/I- , ." ::: . I I : : . . ., . :: I : Id.- 09 I I.t?.-k� ,IV'-10� . lik I LT ". . \ ,./ : . I I I . . 0 I : Va .. . .. I . ." : ; I : 11 : 1% : :- : I . . � : I : .. . h : . s . < : .1 . " * I . .1 I . 1. _Al�e------------------- / .1 � Olk I : , I .. . ... I . : 'll -�.O :: : .11 1", 'p-.ii .10_40� : 101IX5*V MA ino .,.G-,o I., . L .V .L . : . : � . L L I . I I : : : 3 .. :11, -11 -11 *11 .. . I : . .. : : I : : .1 ; . .1 : :, .. . : .. . . . : ISLAND CC : - : : , V , . I . .. .. . :. : I . : : N . . " I . (4 . . P00% 1. .O. .. 1. --------- : VM 11 "I 0to � .. -- .-,' : : : N . 1. I . . 1 : : . .,:. .. 1.60 . I. .. � X- . • .1, : I ... : , , b . �'.L '. ' : :I . : �, -Oli -- : . : ,I ... �, ,.. . , �,,i jii� . I, I I 0 .1 : .'ll , -ax :: : . - .1,, , . . I .:*,. �K-',. : I : . 00 ... : � : - , 1. � , 0 1 0. . , : I'll M - . : _11�------------------------------------------------ 10" CLG �_ , _ .a I �:%..� 'D : I 0 _1 � .. .r... � . ,,; 2Z : .. : �, . 1�) : *1 ,r� logo- . I I ... .... .-ill . . - . N . : : "d :. - INA 1. . 11 .... �.... . �.. . e.,-,---� I : .* .,."..X.-.,6- All 1% V-\. ......... .......i . - . . :.1 : ,� - _rw : %% .: : 101, CLOG", ': V I . --1-1 _7=.z ----I :_ - , : L I : __jM._.=_ 11 11 " : : - -1 --I I- : : u . . .L4 ZN6 : :: . I!------ . - �___,------- ------ _1 I ---- . t" I : 1: I'—ii�_llll illim---- i---- i-- ---,----,c-- O . 0 : :: r : 1. . iiiiiiiiiiiii ------- I :: . ii 1 I . N I : :: �_ : : .1 I : W At C9 *: % I : : � .1 . : : :: �: :: I : : " I Div , ?` 1. I. : KITCHEN 9fx8l, * . : ---- .. : : 911X811 O 1 " ; : : Xz : . 9f x8ill : � ----- � I - . I : 1 : : .- - - - - __ . . � : 1 : ,I. .. . �1. f . :: I. .. . . , :E , . 1%1%. I ON INSUL DOOR .. . . .. :---- : :: . : ., . . I , I : : ., I OH INSUL DOOR OH INSUL DOOR : I . . M. : M : Ux . I � I ...... : : . : :- - . , 0 V .. : .. : Ill. : 4 , .. ; ; , - � 1. :: Z : ; . .: --- ---- --- .__ ____ --- ---- .- , .� : : 48" RANGE . I . .. �, : r- : - . . : I . L I IL 11 I'll, - .. . I .. . . ............. . : : . 1: : / - . I .: 1. \ .1 - - . : . I : I 1. SLP CLG 12-012 1 1, ':--------------------------------------------------------- : '% __ ____N . : . 40 : " . 1, : .K-____ ___ ____ 1; I .. : : :- . �J_�L�I I .. : . - I __1 :: I �lwl .. PULMS FOR . . �_ - 7 5� . I I : : " :: : . .. .. ..0...0... I I : I . .. : : : I ft : � ll 0 : _: I : . .: : . - . I FILLIR - ----- � HALL 2 :) ,I * : I . -6 : � : . . .I �. 4 C> - 1, k,� _j . : I, : I 0-,z , , F th N : : .1 �i X Ix R� AT RANGE 00 10-' CLG I ` .EEZEWAY ", �i: 0 O : . , - _ : : -\-. :: ! ; 1. . Ill I I- DAY FOY 'k i 4* -- , - . I vim I I . . -- ------------------------ I I :: 1": 4 . , ---------- ii N X I I C V . . I Mil : I 00K : k: _.-\- : ; _____ -- 11 . :. . 100 CLC kA : O :j . I I : --- mo : . : 1I 0') , . \___ .1% �-y : `�I- 1 (4.J : , " �: . x - 101 CLG : I . I I : .1.......... - : V : : I : 11 .1 I : . .0 I I., 1 40Z : 1. : . . . . . : 1 : 1 6 .. 'll,_ : -----------------------�' : : * I, I., .. I--- , Sao : ) .. . ...... - � -- ----- . .. I 44 I :. : - ------ . . .1 .N . . 111. I : - . lao : 11 . ..... --------\- ------------ --- : . � .: I 4 : : tno .� 1 2880 -, .. : : � .. � .- -- -, 4- -_ -_ -4 -_ -_ -_ -_ -_ -_ -_ -_ -_ _ _. _.-, _ I :: 44 1% . . & : 5080 .. ... ... ... ... .. I Ill I .. 3 " -_ -_ _ _ _ _. -, -, .-- -_ -_ _ .-- _ -, _ -_ -_ - -, -, -, -_ -_ __. _. -, -, __ __ __ --- _. -, --V ,. . , I : . .. �. : ,I V :: ATIT x 9 11 � �_ : :: 1.i : : : : ,I . I e. it- : . 1. , . . . : I I . lilt - :. X . no .0 OL , I " I 3"6 I . . _;__- ..--,.,- : : 1. : .. .1208 - : .--- - - __ . . 11. . : , : %, . ..... ..... .... ..... ..... ..... .... _ � . 7 " __ . 010 .. j .. \ 1. . .. .. . �. 0 : I . : . . . 1 T-7 : . . . . . ' , I - , CN 011 0 wi ---- '. : 1:: : ) . . : I I -I--------------- " : I . . 0 .... . 4 . : % - �\:' " : 1. . I i" , � I 1 C4 . XZ. : , _-32'A k714 I " ____ ... " , : " : �t : . I 11-_ X_...\ to . ...Iq _ / -1, " : ., . I . t , : . 'A 00 '1�1' - I . . I . : . ' "----- . �. - . .. : : I 1" : I '-fl, -Lo--�\- I � I . . 4 1 INSTALL FINK RCF©F TRUSSES b : ,* . - - /. , . . N 100 : - . " . . . . . 1, . " . . .. " : : : 1. . : : . ; . . . : Cq .. , ` - . . � I ,. . . . , , : . . �: '- . - 0, � : : I a, -.-. SESSLER : " : : I a . I 0 /' . 1, fOl I � I : " � I .. . : ;,_. ..... .... �.... ..... ..:., �,� I I . : " -------- - . I I . I ------- .. ,1. . . : % . : . , FOR STORAGE .. . T . , CA : , : IT : I -STAIR 0 ", - PM : I .. . OVER GUEST BEDROOM WING O." * , : I Oft ; ,I F GARAGE I u.0 '* : : I � I : : : 11 . .. .. .........7 . ` I , .. : i I .. .. 1 : 1 : I I . I _ ) : : . : tL : -\-----------------------------------------------------------------1_ � . 11" * I • . . --- I 1 : :: "AL-iii,, I : I : : I - ------- -- 2680 LAUND .. 1 . I . .. . I ,�j .: . . : .. : I I :E ce : : cc* :- - X, : : . . . 4 1 : : 1% : : zq I b* 1* * V 2880 ! : 1 : 1 9*' CLG I il : , , , %_ : : ,I .. ; : . 1 ., : ) ...... ...1-1 . - -It : ----I: " *1 . : : : .. .1 :- It Ill : : JOBf: MBB15W] . I 10.4 CLO i : 1 : 1 :: . .", : � C* :: . : A- . .. . . ; : . ,. : It in - I .. . ., . . O �i Va : : *1 . , . I : . :: .;5n, : : :: I I ., 1: x : : �, : GUEST BEDROOM I . .. FLOOR SYSTEM ABOVE TO 11 :j : I I . . . . , I 1, 1 : 1 : , DATE: 9-23-15 . . 00 : ,I :: 00 . N . 3 : , . I % : I : I G,,./BATH - : . . . . ,. I : :: -Iff H r-j- SLP I . I I it I: It :: %. . : . s :: : C-4 : .1 ., ) . I . C., : X - : . : -- ----- . � 1, , I I : %I : I : 1 : 1 : I vt 0* : : , . : : 0 * , :4 I .. DRAWI'll RE I I- - 10" CLG .,. __j I . I - * ACCOMODATE HANGING STORAGE It : 1% : FP : $49 . : : . . , :: : I LG .. CLG 'r-1: I - , s f- 101' CLG I. , U.----," : I----- A] : 1 - � . 1, . I . N I N . : : ., I : I :: � : �, 0 .. : ... . . I .....�.... ............: :1............ ... , .. , CHKD., �O,_.___ 1, I-------------------- :. I" . : 11 : .- Z __ : % : I N : .. I i : . ._ ...:...............� ....... : :: . I., ---A- ------- . I . : ISSUED: I .. t:t : 1. I I. 0 : . 2040i CSM ...*.... : : 1, : I . . .. I . . .� GRILL : 1 I : 1. . : ... 1. . .. . .. ------ ... -' H , 1, : . SHWR 8 . DR -N � - - ,.-- __ ____ , - --------------q __ N ...j a . - : : I ...... ..... . . ..... .. 1, _11111*111111 I .o 1, ........ ............... .................. .....�.... ......................... . ..1.............;�.......................�........................ ... SPACE : : � : .. I............. -------------- . � - : Ii!ll : .. . , . --------:............ . : : -----4 �1 - ---- . . . _ .. .........\-------------------------------------------------- -------------- -------------- - : : . I I. : " : : \ ,I , . , 1.1.*.""..;,.,.,.....,.......,........................... ..........'..,.,.,.�.....�......�...�.,.�.,.,..,...,...�......."..,....-.,- . I : �, : : :: : : :, REVISED; : : : .1, . : I "I I I 1, : : : I : ` I : . I : I . . HOR 8" HDR .. 81 I : . .11 . : I : 1. : : I I I 1. I . i __ : I .1 I 1. I � - __ 11 . � v : : 11 I , �, .. : . . I I 'll`\ : 11 , � . 1, :� 11 L I I - I I , __ \ ., 1. ', : : _ . I � : : 1, . : .. . I : . : :� : 5" PRIVACY SCRgEN : : ., 1: I : . 16-15 - , - 1, .: : I , . . , I I " . ..................... Z :. __._.l_------------------ .. . .. , ............... ............................... , * k I : 1 I .......... ,�......�...............I - : .. ............�...................................�. ...............................................1�� i - ------------------------------------------------�.............. . . -:%- __1------------ : � - __ 4 i . -----------4 1---- D..--,i-"--_:�- - -00-N D-, -----------!--- -------- - - � it . , , -�-----Z : I i I : : � . I ., _P05i-T-0-DESIGN 2046 .. ..... .... .. ...... .......... ..... ... ..: . : I\ i : : : ::,// i I : CSMT 2046 CSMT 2046 CSMT: : : :: : :" : � \I- II -I---- -,----- 4 I : : : : : : : . : i i : : Is ., ::%,-,. 8-' HDR 8,f HDR 81 HDR. : : : : � . : : ,I 0: N : I I : 11 1. I . : �2: ... . I ,l__,_... -------------------11 .__ ___.__.__ I ., .--,---------� ............. : : 1k 0 - --____ __'____�. : : : : : I .1 : ) ..................................%, .. _2 1 :. ., . 1. . . I LL: I ; : : I : . ., � ,I :r- - 5y PRIVACY:SCREEN : V. . : k : 4; . : : 11 _. % .......... ...... �............ e. , ...... ..... ............. .= i 4�1 ...�............ 1% /.............. /................................................./................... , /............................... . . _/................................../..................... /.................. . � /- _/.................. _/.............................................................................................../.................................................................................... -/I-- >: I - . , Oil �_ 6_"L�, - -KIii Lt7__ll ' - - - - I I lc_:,�Jl 'i .6 IS .B "q I .Z.4 WI-it I Z4 9 ii . .0 '01 I 0: � : . . -z I v jlki� lis� :!�: IN : I . I I L . I � I I : : : : .. I I ,I � N I . _1 V_ -----/-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------/ ----�------ - -------------------------------- I ------------- I : -/,--------------- ------------/----------------------/---------/----------------/--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I I I I - ZC. � ,A� - Is : I i X, w I .2 -,.!P 'IV'� I--.�.M IR"X ` .13�-19C - � I I : - I I 5 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I . .F- AIR I - - I I , . OFFICE COPY , , , , , , , - - I I - - � % % % , ` I - : . . . -----* . , � "' , , , , * . , , , , * , , , , * - I - - - , , , I - - - .. -, I F I - il - . - - - , i 1 1 1 .. All I .I I 1 .. I I - I I II � 1, I I I I . I I I I LA - I , , , ` .1 .. - - .. - - ___. i 0 j I ----- i I - -----T ;1 � � - I 11 f I - I _ - r u 1 f7l' 1 - - I f M, 1� 11 NL I u � I � I lk ` I I � CLQ ? I % i 61 -filli I 1 _______________, I I 1 1 1 , __ __- , _:: I . � � ........ ... ......... ....7 ..../ A 11 , I I - - Ill - 11 L ez� , I I - " I 1000 0 1 1 Io.... 1\ jj t I - - - - I � - - - ,- '_ "��!q,.., l., .,,, .,-""'.. ,.,,,. ,�i,i � I-- ,r � * , .. 'I I 11 I -----l. og .. - P .. I - I I I I I H. 4 I I I A I ------------- ---------------- .......... -------- --------------- ----------- ----------- --------- --------------------------------------------------------------------------------- -------------------------------- ------------------------------------ ...... ------- ------ ........ ---------------------- -\ ESPOSITO - ---------- DESIGN ---------- a xx -aa-------- Xx OQ .\- -------------------------------- -------------------------------- 10----------\ /................................... . ...... _/............../.................................../. WWW.ESPOS[TO DES I GN-NET 308 SOUTH ASTER TRACE SAINT JOHNS , FL 32259 ------ ----------- -------------------- \................................ ............. ----------------- ........................................................ ....................................... ...................................... - ------------ ............ --_----------- .......... ............... ....... N -------- --------- ------ ................................ ............. ME-CH 2 ......................... ---------------- -- 11 i_y xx ----------- ___ 2668 : '} RETREAT . 1 '5 . ` � "-."LAN 'flING '- 9" CLG c*z 9 Ila . ................................................................ ........ -- - ------------- --------------------------------------------------------------- oi. ........ ................................ LAJ 4 :% :K� . . Q -------- ------------------------------ X lel J Lu ------------------- N1 ....... ............................................ . '1; Fsp BALCONY '., tn OPNO 9" CLG 110 ROOF SYSTEM ABOVE V4. ----------- TO ACCOMODATE 0 CEILING-MOUNTED 1 0 s HAMMOCK A X,, C4 BED 3 Aa xsx tm 9" CLG 0 4 uj ........... %0 P% ----------------- -------- ............................... .............. ----- ----- ................................. HALL 3 BED 2 Z :9" . cn . ........ .................. CLO .............. .......... 9" CLQ y .. - ------------ 11 12668 `246& C9 \------------P. ---=41:24 ------------ _/------------------- ---------------------------------------/ ----------/--------/......... sR.h 16 toBBATH. 3 wa' IZA.0 Z14 1� X: 16 X 9 A&F ATH I\ v C4 91, CLO 0 ct? 4 4 CLG b I L I 1 2040 CSMT 2040 CSMT 7".1HOR ......................................................... ............................................ ........................................................... ........... W^Q 4000" 'o .......... @2015 ESPOSITO DESIGN cu I t Rpm- . ........... ----------------------------- ---------------------- -2040 CSMT ua 71 HOR --- ---------- - -------------------------------- ------ ...... .......... .......... co Yf� �.ir 14V 0+7 aG.�Y 0141 Y r•�. i� 1�.7 �� 1x41 Y� t�. --------------- UNFINISHED STORAGE �� A- ------------------------------- ------------------------------- SLP TO 9`61" CLG 0 ----------------- 0 X3; W6 --------------------- 0 JO #-. MBB15w] _\-------------------------------- --------- .. . ...... DATE: 9-23-15 --------------------------------------------------------------- DRAWN: RE ........................................................ ----------- CHKD" --- ------------- ------------------------ ISSUED: ................. .. ...................................................................................... ..................................................................... REVISED: 10-28-15 ------------------------------------------------------------- ----- -------------------------------- ---------------- 11-16-15 .. .. .......... ......... ........... ........... .......... ........ ......... -------- -------- 0: U FICE COPY 'o �G \\\Lh 040(:6SMT 't H p 7 ........... _1 0 A350 BRICK FLUE ESPOSITO 12 5DESIGN I Level 2 T.O.P. _ 201 - list - - - - - - - - - - - - - - - - - - - - - - - - Rec R;ovm CLG _A� 201- 341 12 WWW.ESPOSITODESIGN.NET 308 SOUTH ASTER TRACE 30 SAINT JOHNS , FL 32259 Level 2 Floor $ 1 V 9 7/8" 9 Q 4 8 9 Q 9 2 7 8 _ _ - - - - - - — - - - - - --- - — - — Rec Room FFE .- — - 'I of 9 7/8" _ 2 Level 1 TD.P, A350 10' - 1 1/8" Level 1 Garage . Joe= 3 91 11/8" A350 x uj s A350 x Level .I Floor t x Garage F.F.E. at rV U11heelsto _jt _ 404 Grade 0 _1 t " J Lauth � .....� Foundation u.. 1/4" = 1'--Oftl sl < % ..». uMj M m tl..,..._...w A351 Lu BRICK FLUE 1 �z U I E— F-- 12 z 01% %0 I Level 2 T.O.P. 12 201 _ 1 if! Rec Room CLO 201 - " 12 - I 30 s 12 �t 3012 N Level 2 Floor 12 15 1V - 9718" Rec Room 1= .FC�A� Level 1 T.O.P. 10l - 1 11811 .�... _ h/1881 Qi Level 1 Garage T.O.P. DATE: 9-23-15 . . . DRAWL: RE CHKD: ISSUED: REVISED: 10-28-15 11-16-15 Level 1 Floor ' ..;..eaa.�..y �,«iwY'`'^...f"..>..... ..:.vf:,:,.a, :..J..:.Y^".,.w. ,. ✓,.s«.«'Y.' w.vw..:..«..w^+..w'^ • O 11 PT-7 E. I Garage at 02015 ESPOSITO DESIGN Wheelsto �. Al " Vest Grade _5� 111-011 114 - 1 _11 _ 8l1 Foundation -21 - 011 q OFFICE COPY -----i 0 Q ' 0 IM-1 �� ___l BRICK FLUE I Cl ::3 ' ___aaaaa aaaa__ : E POSITO J F I -_ ----------------------------------------------------------------------- -------------------------------------- - --- ------•-----------•------------------ -------- --- :�-------------------------------------- -------- - ---• -- ----------•-------- --- - -- ----•------- ---- - - - -- --------•-- - - - • ! i l 1. 1 - - �� 1 � 4 ��: ,rr-�- ---., _.a a\�ss :. ISI :: N _ 1: !1-•. - .-a-a\ as\.-.IN _ . 1. DESIGN ,_� _. ..., r :: \ ,�1 1. Ns I 4 _�4�_ I. 4 lr-.. - -a\ \\-a 1. __ -�__ :: I - , _ .. I --,- . ",_', N_�Z,_ :: 11 _,��,.,_:..... - _.- :: I -`' ". :Z:- -,I ." Iz, .. I ",. " _:�', I "'� ". _�_11 1 ft••°,_ --1.. + .rt.lr -- •• .'" as -\\ `\\a\ 4,- -a\-�` � 1 ______________________________________________________s_______________+_________________________-_a__+++__________++a+++_______________-________________________-++__________________________--_______________ J i - T R = " a ----------------------- -- - .: = -:-,� + a\ •a\_\ ___'-ti ____________. ___ as aaaaaaaaaaa. ._aa a+aaaaaaaaaa• _aaa .aaaaaaaaaaaa -aa- .aaaaaaaaaaaa .aa- .aaaaaaaaaaaa aaa. _aaaaaaaaaaaa aaa .aaaaaaaaaa+a aaa aaaaaaaaaaaaa .aaa aaaaaaaaaaaa. .aaa aaaaaaaaaaaa. .aaa .aaaaaaaaa+aa ; 5 _____________ ___ _____________ ___ ____________. ___ _______a____. -`.a- ,.z_a:. ,,.,_• -a_. a__tea_a..__a_ .v_. ____-______ ___. .____________ -`ti-`_ ___ •a`rR` 1 ," a` " a. aaaaa` ` - ` �_,__ {'GQC33 .� I Jr \ ~ `'� .......... .... ----•_--- -- -- --- _-- - - �' ------'--•- ...._. ... --•------•--" ---- ----•------.. ...- -_--—---_--- -- •-------. .. I l -r{[f r. -'- ------------- ••- ------------- -- - - - _- .. - -.:�. ,. .�' -----~---`` . . -- ----- --- -t a�, '\L - -- - -- - - -- -`---- -----------`--- ----~_-2�a \,,, 1 1`-' .l r ..: `._` * \ -a" ` - --" --` ` - -- -` - `'I �•L ? WWW.E~S P Q S E T Q E [Q N N T t `•r` •' _______________-----___Y________ti____a,.____ taaa__a__________________ati_______.._________a________a__ -, '\\=.• ____ �' �-/ 1 ` y \ 1 308 SOUTH ASTER TRACE . 1. '�\ `, 3+Q 1 `, ,1 ,'''.t \,ti SAINT JOHNS , E~ f, 325 t % `ati 9 4 6 #3 3 2 7 I \ \,'\ I 'A + 11 { 1V. \ % \ 1 # \ 1 1t ? E�G' eC3L33' ��` S r :_..::_.___.__.___..:::_:::: _!.r _____________ ___ _._ ._._._____... --- ---_-----•--. --- ----_-----_-. -_-_ ________._... .... .........._. .--. ._.__..____._ ___. -- ,:ti---ti --- ..-_-...._.._ ___ ___ .____..._._.. .___ _`__ . -_'�•/L^.i ._.. _ _ _ __. _;i 10 y♦r s.�� {' -------- --- ------------- .___ ..._`7 r� ". % , L', tI.`,1 �,\ 1 2 •' ---. «_«_.._.._ ........................ .... -------- •----........ ... ............. --- -•-------.... --- ............_ ... ---------.... .--- ----.....---. .... .------..... .... ............. } . -' -------------------------------------------------- I ___._._____. --- --- -'---- Level I T.U.P. ... ----------- r ______________________________________________________________ ____________________._..__________.______..__._________.._______._____ ---_____... •-----__ ... ... ........................................................................................................... -xi1 .........................................0......... .......v...................................................�. ........I............ .. -1' --•- - .....................................................• •1• ._.. ...__..__..__ .... .__.......... __.. .-__.....__.. .____._...... ... ........... 2 ............................................................. __....__ _ ._.______..__ ___ .__._._____.. ___ __.__....___. ._______._._. .... _____....... _1 [............ ................................................... .______ __ _..._._.__._ .._.__._.__.__ ___ --. _..._..i._._._._ _._._ _._._.__._._.. - Level ----- -----•-----•- •_- -- •____----- ------- -i - Garage 1 I .._ ___ .._. _.-... -.-.-.. - ____ .. I 1 �, -, T.O.P._ • , I I aa►a�saaaaaa \, ' , 1 Y ......... ..... �� T r', _______________r, 11--11 ; , t r11 i' j y ' 1 1 1 11 4 1 I IE 11�� 1 -1' '' ssaaa: _____ i 1 i 1. 4 ` 1 ,I I. '' 1 1 1 i 1 ' i �• 1 1� 1 1 1 ' i 1 Y 1 1; 1 ' 1 . Y I' i 1 i i ; . 1 1 , i 1 ;'.: :'------ 1 1-:::::.:::-- ' 1 I 1 I �� '' ... ..... y 1 1 , 1 1 I; 1� 1 1 ; i 1 1 1 1 . 1 1. �. 1LLJ 1 1 Y 1 1 1 Y 1 I 1 1 I 1 I } ' 1 ', I 1 . 1 I 1 . . , . Y : I ; 1 } ------------ 1 I' i5 1 Y I' ll 1 . 1% 1 I, 1 Y 1 1 1 I 1 i „ ", r :: 1 1 y : 1 i 5 :1, 1 1 (SS[ % ♦lp r`� QQ• I. Y 1 1 1 .1 1 1 5 __-_ _ 1 •1� 1 1 y % L_jp I -1 Pi ----- I % : I ., ----- < % T. ....................''{` .....................................................-............................................................................................................................................ ...•....................................................... .................. ......1' _ ... ._.....-...-._. ._.-._. 4�� a 0 'f ' -- _._- _.-. _......__. .- -.- -... --_. .._---_..-. .-.-.-.-.-. -.-.-. ....-.-. ....._- -.-.-.. -- ...._-- -' -._-._._- -_.-. ...._.....-------. -- .-. - -- .., Q IN I ! _ ,1 _ _`S_ _ '_t .. ..... _.. _.____...._•. ... •.__......_.. •.. ... .... ..........•- .... .-_. ._.___.._..._ ......."'••• ••_ _-.-----•'••• ._. ........-._.t[ ... -••••_.... •1 __ ._ . 1A C) C!� t --. 0 L _ .. ._. ..._ .-t.. `. • - _. ._ ._ _ _ •.L. 1 ..... .... .4_ . �_�.. ,' .V �: - _.'+•_ _ _ _ _ - _ -... _ T - _ _ yt� ,'1L. _ _ _ _ _ GG- - ti�C 1 ,, -.•l: •tel• - .:yaa• - - . V - - _ --�--�. 'GG . +�- •tea �1.a .Y'- __ Gl-�- • •.1•• I%--- _ _ _ ___ _ t a• _ 1' 1 ___ .at_=- ___ _ .__ • • 1 1 - ' .,.. a -l- _ __ _ _ _ _ _ _ ti r: •��• - -- - -- - �♦ t. % 4 - 1- _L_.rt• �y _t•_ ...J._ _•,r L_ -t _ _ _ _ _ _ _ yT rY~ T-- �-T 1 4. ti/ II _Lr 19 19 i1 f�1(( L_ 11 ---. ,,,,�..�.��. a: Q) _ :is. t M • • ti• �•..� i , 1 -------.' ti.. \ 1 \ • w 11 aJr LL() ".11 ------ 1 ` .. . Fade 0 . . . 'p w M -' 8 I. Lwu F�uaion 1 _Owf rw 001 �- I� North ... () .......----•-•---....--- ....••-••............................................................................................................................................. ; 1 1 .............................. . . . : ..... :.. - rr r ; i r t I-I - () < 1 1 a 1 �r'1 FLUE 9�l�lf '1 ____ _ter � 1ra !f.�i, 1, r z 16 4&Y 1 1 1 ` 4.�. 90115] : u . 1 Y { Y 1 41 1 S)) 1 ` `_r-..r• \tis_.`_' \ t1 a �QS4� F_ z 1 ` rr.-. sa .a I, 45 -r. flummm _..••- f�r -7---] l � --\\ a -\-s,. my , ' I . < < - !rJ _ ! zm7m 1 -� _ \"ass.. SJ 4Y :• r_ IN : ./ a - 1 :: �-:� ,.,.- '.... - ,, �._, ,�-_ � ,. so < -'ter', ''- i ........a.\ ♦ % + { !{- L r. .... ............ ...... --.....---......------.... :_________:_______________::__________________::____: _:_________: - -- - =, 11 Gj _a-a_a_a-aa-- aaa a_a-_atiaaatia. ___ `_atitia __, titi. titi__ _atiti ` " ` ""` " .a_a _aa`- -- `-- -` y:� •ti 1,1t % R ec.Poom CLG a-\ ............. ... •-. •- --------_- •-._ -- ---- ------------------------------------------------------------------- 1I'\-- - ; 20 ,•r .....-._.. -••• �/• .riaaiiiiiuiCiii-'iiiiiiiiii "+a aaaaaaiiir;uiiiiiiii:s. ______________ ___ ; \,t 1 , 4y' )l: ,j • ........... .'r".-.•`•r�s�" 1 1 ,.,1',t 1\`+ 5 4': 4,I .,111 1 111 iii iiiiiiiiti;i aaaaaaaaaaaaaaaaaaa",,1 1 ---'i--- •• I 1 1 1 , t-1 ________________ 'yaaaaaaaa- aaa-_+aaa !l• :':ti t - I : 1 '' 1 1 \ Y 11: ti lil{I{ 1 ; ' 1 1 ,. I _•_••___ �, . % 'i y --LLQ _..J•_ : 1 '1 1 1 •11 \1\ ...............• 5 ---------------,S / : tti i':5 i : iii= _��_.� ".4. ,'t \] Nk ,1.---__-----•-•-; 1 I, (j _ I1 ir, .;; , '�� ts_;-,__t Z _scs5tssc_i 1 ti ;;:1 ; t •\ ,y I i Y : 1 /, ti 5 i 1 \ I% i l5\ Y : 1 !1 ; ti :: 1':} } : 1t , \\ I ' y \l 1 y �� __ 'ti'----------"-- --------r''_ _-- -___'_ —1_---"-�•'''_)................ . - _t---�' 1.L 1\ 12 i 1 +1 1\1 1 1 .�.. .1• 't•.ti'• :•1•• . 1 - ,I I ' 1I. I �� p!! :�'SL,:'..'. '•v} 111 }t��ra•ywr•i�� •. I. r I 1 \�l Y 1 1 :1 /� ti•.'L'� ... =,N\. .._ _, 1`::_�_,: :y_,�. _ L , 1% ,\a-s. I . 11 l 1 l: -- .a , �1 \1 1 _ F __ _ 1 55 1 I\ Y \ I '\ .......... 1 1 ti'. 1 1 1.1 1 \ {i 1 Lt7)7 :y 11 \. f ti'. •s., 1 1 -L 1r L s 1 /. ,y h ,I 1 ti �I' \ \ f•r .' IV 1 Iy -i .� t. �,. ,a... .�, ;a .;•' , 'ams ` I 1 11 �' 1 3 , 1 _--------- r _ 'i . .' 1 .' CCC I � :: til1.I __________ ___ ---------•-- _1_ !1 �'-�• �r_1�:'.�. .�. �':::• ~ I 4i 1 '\ VL _____________ ____ ,ta aLa ______ __ _ _ _=taaaa-_•_•_aa.•-_jam.�aaaaaaa�a�aaa..�aaaaaaaaati�a��aaaaaaaataaaa __________________ _____.._ y� y`� r.r _�_._,-.ati __�___________ ,__ ___________________ ;• , �5 .. t \�1t'+ Rec R-oo [C FF \1 ... ............. •1...---''--•-•_-'-•--- - _ ..t-.-.__aaa+a-.++_..+a••.-.•.-.t••.a--_aaaaa --- -`5 'a \ { -{ _.._-v--a_-___a__a___-- .-__-__-.+•..L,v.-_--._____-_..•.aaat�•..•.ataa•.•.�..a�..+_•.-_t_aaaaaaaa-.�.-- � 1. -_------- --------_�.._aaaa .a__-._�.-.___a-.-._- a I. .. -r s�ti. _ - - - __-- -__ - - .w ---- .. _..........-1 •--- ---•1111... _ __ r _ ___ _ _ _ _ -- -- - - - - - - ••_- - __--_•__� ............... ........................................................................... ------------------------------------------------------------------------------------------ - Level I T.Q_ .P_ . • - ___, - - -' --- - -- -- -- -- - ----•----- - JO - ---- •-1 - -- `_._-_-__11---._. ------------- -- - -•---- - - - - ,- �..a, , k� ------- — r' }' i� R j �S -•-•--..•;• _-- ---- aa_aaaaa aaaaaaaaa_aaaaaaaa_aaaa+aaaaaaaaaaaaaaa �{ r r .__. ____ _aaJ-.....�•_a,.-.aaaa_a_aaaaaaaaaa a RR '}r .__. ___.________ a as a+aaaaaaaavvaaaaaa+aaaaaaaaaaaaaa_ IV f __ aaaa aaaaaaa va aaaaaaaaaaaaaa '\ T..+. l I•1 _________ aaaaaaaaaa _a S � '�+Y-+ ______a ___ a aaaaa a,aa_a+aaaaaaaa 1 •_,_._____ ___ a____. a aaaa_aaaaaaaaaaaaaaaaa_aavaaaaaaaaaaaaaaaaaaaa- a _____ ___ ____ aaaa.aaa aaaa a +Ta+ )[ _____________ a__ _.______ - __a aaaaaaaaaaaaa__aaaaaaaaaaaaaaaaaaaa 1 aaaaaaaa aaaaa 1 ••.1. aaaaaaaaa aTa •��• � V' a+aaaaaaaaaaaaaaaaa_aaa +T'- ll' K aaaaaaaaaa_aaaaaaaa_aaaaaaaaaaaaaaaaa_aaaaa_aaa +4"t`a ;` 1 t ` ; ` ____aaaaaaaaa__aaaaaa___________aaaaaaaa_a_______aaaaaaaaaaaa_ a 1 I • • � 1 - - - - - 1 - - • 1 9-23-15 I 1 , , 1- ......... ........... ._........_-•__...... ..._.__..........__.. ; 1 1 I Y .� 1 '1 S 11 , ' Y 1Level #+ {/,��} DATE:-•'---------'------- -'------------------------------'--------- , : 11 I ' : : 1 :� i d ^Y 1 1 V : : 1 ' * `t ! �+arag1 e • , 1 . V ', I : ' 1 1 I Y 1 '1 , II 1 1 I , I I V Il I , , 1 1 1 I 1 :: 1 '1 I 1 I/ , 1 1 DRAWN: RE 1 �, V '. , I ; I • 1 f 1 Y 1� i '1 : 1 11 I 1 1 '\ T.Q. rAg 1 , ; , , , I . _aaaaa___a_____+aa-aa______________________________________a___ 1 ;, 11 . I . I 1 .--------- - r1 1 1 I 1 1; V 11 I 1 : : Y �1 i ': I V 1 V I : Y _ 1 1 1 1 { 1 ; 1 11 ; 1 1 1 11 . . i . 1 1 1 Yr 1 :' 1 1 I' 1 ; - r V•.- - Vtt..1 l . I ' I 1 • • i I SrI' 1 I a 1 1 , 1 1 11 1 1 4 1. 1 I� 1 ;1 I `{ 1 11 I 1 Y i s 1, 1, I. �3 i 1 1 1 .+aaalr+l�. 1 1 1 ........ /aa's'sti>V. 1 ■ 1 { 1 1 1 I : .. .. .......... 1 : i : : 1 : t : Y 1 ' 1 aaaaa 1 1 1 ; . 1 1 1. 1 1 1 Y 1 ` ; .aaaaaa___+aa � ��aaaaa_aa_____aaaaaaaaaaa_____a : 1 3 r 1 I 1 1 : : 1 I 1 i : 1 1 4 I : 1 I j i i : : Y 1 4 I 1 : 1 1 1 1 1 1 i 1 I ' 11 1 ; 1 1 1 Y t ; 1 : Y _aaaaa___aaaa____aaaaa REVISED:aaaaaaaaaaaa_______aaaaa. I 1 11 I 1 1 1 Y L__1 ' I ; ; 1 1 1 1 i , 1 Y ' I - I I 1 1 1 Y 1 1 I 1 1 I I I , I , I.a...........a-.....v1n..1 Y 1CC 1 Iw•...---- -- • ' I I -_-_• •••••••....•. .......��..................... .................:.......... ..........:.....••............................ 1 ?...............................:...:.....................................................%I ; 5 I 15 ' t _aaaaaa___aaaaa____aaaaaaaaaaaaaa__a_____aaaaaaaaaaaaaaaa___a_ I 11 I,aaatiaaaaaaaaatiaaaaa 1 � �T _ _ _ ____ 1 -11. Level � Floor AV , \ 1 1 -�--- _____... _.. _ -1 1--1 _.. .... - 1 -__ ___._... _1 _ _ _- _ .. Y -- - - _-�� __--- t i. .1-_._X: - - - _"C_ ata at_ aTa_-- _.,+a ata atia atia at ata a-,a ata a-,�,aa a taava _ ata aTa .t. _i= ;Laa ati aaTaaa _t_aTa tea•)' _ Ta ... a - -T- - - - -��- -r- - aaaa 'v, 1. 'F------ _ i I... -------.�. .V._.L_'__L_ __L.__t___'4.__ ... _ L t___. c F 'S` La -taa•_�•_1 Lt aLaa -I.aa• •-Taa _.1._ .L-_ ia- _4a�._a_ •_Taaa.•.,:tt��aT4a..a,_a .L_ ataaa Laa aaa .. atar--taiaTa� L.-_t-_ ati_ aTa-_aaa 'al aaaaa•a aT',�a -'�'- I....** a .. . . ... a a_as aa_a _. ._ ____ _' _..._!._..__. __•. ....•_._ _ _ _ • . _ - • _ t .a .,a aaaa a.,-T•- ata tTa 4. -• .______ ___ _ • • _ _ _ -1 _ _ ..1 ..,._ ^I ata _ - _ a.,aa -1' -.� t+ _____ __ __________ to _______. N 7 QQ ---- t.e #��e 11 .n (a/Lj� 11 w Dade ._, � I \ , �: i , $° Foundation`,A._> ,10 s.. ................................................................................................•••................................. ...................... ..............................----........•_........-••.••...........................••••••...........................••••.............................................................•.•......................•...........•....•...._..•....•...•...••.•••_••..••......•• 1/4M = 11-0)? OFFICE COPY Ds D5 ----------- ' ' ( DS ESPOSITO DESIGN 1 C E ; E E 1 C C r� V ; �'iJWW.ESPQS[TO DES IGN-NET 1 1 1 1 1 1 308 SOUTH ASTER TRACE 1 DS1 ,.............. = SAINT JOHNS , FL 32258 '.j . i 9 0 4 6 1 0 8 2 7 8 DS 1 FLUE ----------------- E E > 1 0 1 1 1 DS GUTTER ui1 ------------ ALL GUTTERS 'WI LL BE H �` METAL ALF RC��N D GALVANIZE ALL DOWNSPOUTS WILLBE ROUND GALVANIZED METAL 0 INSTALL SUBTERRANEAN SYSTEM TO ACCOMODATE � ROOF STORM WATER RUNOFF F� �, 1 . Lu 4' ORV ORV 1 gel"] DS GUTTER 1 1 .....� 1 GUTTER so Ds 1 1DS1 1 1 1 1 , 1 1 , 1 DS , 1 1 1 1 E Y E 1 � C GUTTER 1 4; 1 1 1 •'1 1 1 ..., .... ............ ---- >......... 1 aaaaaw aa� � 1 DS ol 1 1 1 ----------- 1 � 1 1 1 1 { 1 { ...................... JOM aB 1 { � 1 { � 1 { aJ 4' SRV ' tRV' ---------- - - ----------- -------- - --- - - DRAWN: RE 1. CHKD: -------------------------------------------------------------- 1 / C ' i1ti ISSUED: I ;:' --------------a_asaaaa----_-_-____----_-_-_-----_-___---------_ E { � REVISED;___ DS 10-28-15 --------------------------------------------------------------- 11 1 6-15 �a��-._______�__.:• .aaaaaa______aaaaa_aa___________________aaaaa__--a�aaaaa___aaa DS DS DS DS �-- ..................... .. ........................................................................................ .. .........,.............. .... .......:........., ............'......................... ...... .. .:.............. ...... CLr; GUTTERlk -2 5 0 0. OFFICE COPY FIBERCEME IIIIIIT LAP SIDING OVER MOIS RE RESISTIVE BARRIER z err PROJECTION EXTEND MOISTURE RESISTIVE FIBERCEMENT LAP SIDING EXTEND MOISTURE RESISTIVE BARRIER O R NAILING FLANGE OVER MOISTURE RESISTIVE BARRIER OVER WINDOW SILL ARCHITECTURAL FIBER LASS MTL DRIP F HING Wl BARRIER HEMMED EDGE SET IN CONT :HEADER 1a"JOINT Wt BACKER ROOFING INSTALLED P - MANUF. ROD&SEALANT r (RE:STRUCTURAL)BED OF SEALANT �� CONTINUOUS BEAD OF '' 2x NO. 1 SELECT KDAT PT SILL ESPOSITO SPECIFICATIONS OVER D SEALANT at PERIMETER RIPPED AS DIMENSIONED SHEATHING OVER PRE- NG. WD x 1"x4"FIBERCEMENT TRIM j (PAINTED) • • • ROOF TRUSSES2 FICiERC MENTTRIM Jr'�' 4''a 1x6 FIBERC MENT TRIM RIPPED SURFACE EXTEND MOISTURE RESISTIVEDESIGN MTL DRIP OVER PT 1x2 AGAINST SHTHG BARRIER OVER WINDOW 1"x4"FIBERCEMENT TRIM EXTEND SELF ADHERING '` MEMBRANE FLASHING OVER FLANGE SET IN CONTINUOUS OVER 2X8 FASCIA WINDOW E SET IN CONT BEC}OF SEALANT CONTINUOUS BEAD OF BED OF SEALANT SEALANT at PERIMETER Y4"JOINT W/BACKER ><'X MTL DRIP HING W/ ROD&SEALANT FIBERCEMENT LAP SIDING HEMMED EDGE SET IN CONT OVER MOISTURE RESISTIVE CEMENT BOARD SOFFI BED of SEALANT BARRIER lX6 GEMENT BOARD FR E BRD OVER 1X4 NAILER ONT. WINDOW HEADDOWJAMBWIND ILL WWW.ESPOSITODESIGN.NET 4 2 3 2x6 OUTLOOKERS AT 48 OC A351 0 2015 ESPOSITO DESIGN, INC. SCALE: 1" = 1'-0" A351 0 20'15 ESPOSITO DESIGN, INC. SCALE: 1" V-0" A351 0 2015 ESPOSITO DESIGN, INC. SCALE: 1" = 1'-0" 3 Q s s O U T H ASTER T R A C E SAINT JOHNS , FL 32259 2x WD FRAMING FOR BL LKHEAD LEV, g o4 s1 o s 2 78 (RE: STRUCTURAL) FIBER CEMENT SHAKE 112" TYPE C OR 5/8" SIDING OVER MOISTURE: GYPSUM BOARD RESISTIVE BARRIER INSULATION FLASHING OVER 1X2 FI ERE ACS 942"(RE. ENERGY C L } 2 CEMENT TRIM AT 15 DE SLP. ARCHITECTU L FIRE LASS WOOD FRAME WALL F. 1x8 FIBER CEMENT TRI 1/2" GYPSUM BOARD ROOFING INSTALLED ER MANUF. (RE: STRUCTURAL) r BRACKETS OVER 1 X10 EMENT SPECIFICATION WD 3" R. FRIEZE BRD OV R 1X8 INSULATION SHEATHING OV R PRE-ENG. WD INSULATION ao BOARD F " NAILER CONTINUOUS (RE: ENERGIE' CALCSj ROOF TRUSS +- (RE: ENERGY CALCS) rr CEMENT BOARD VENTE SOFFIT WOOD FRAME WALL MTL DRIP O PT 3" R. 8" 11,. 2 WOOD SHEATHING (RE: STRUCT) (RE: STRUCTURAL) 1x2 OV 2.x8 F SCIA W NOTE: INSTALL WINDC WS, WOOD CORBEL > DOORS, AND ROOF CE ENT BOARD VENTED SOFFIT ®2015 ESPOSITO DESIGN INC. SCALE: 1" = 1'-0" � WINDOWS IN ACCORDANCE CE ENT BOARD PANEL SIDINGry WITH ASTM E 2112 CON INUOUS VER WD SHEATHING 314" T&G WD SHTNG . GLUED AND SCREWED 0 -- 3/4" T&G WD SHTNG . STRUCTU QFIBER CEMENT SHAKE (DING OVER OVER PRE-ENG. OPEN J GLUED AND SCREWED FLASHING CON INUQUS FLOOR TRUSSES MOISTURE RESISTIVE B RRIER WEB LL OVER PRE-ENG. OPEN 2x CONTINUOU NAILERS T&B -- (RE: STRUCTURAL) < WOOD SHEATHING (RE: STRUCT) WEB FLOOR TRUSSES W • ARCHITECTU L ARCHITECTURAL FIBER LASS (RE. STRUCTURAL) TRUSS ORIENTATION ROOFING INSTALLED P R MANUF. FIBERGLASS R OFING (RE: STRUCTURAL AND OVER D INSTALLED PE MANUF. ��'- C"� SPECIFICATIONS , * MECHANICAL] 2X6 CAP SLOPE TOP OVER PRE- NG. WD '!� SPECIFICATION OVER RAIL W SHEATHING O ROOF TRUSSES WD SHEATHN OVER INSULATION AWAY FROM HOUSE �-- co TRUSS ORIENTATION PRE-ENG. WD OOF (RE: ENERGY CALCS) 2X4 PLATE TOP AND BOTTOM MTL DRIP OVER PT 1x2 (RE: STRUCTURAL AND TRUSSES OVER 2X8 FASCIA MECHANICAL} - 1/2" TYPE C OR 5/8" F-- r r MTL DRIP OVER PT ~ NOTE: APPLY SEALAN AT 1/2" TYPE G OR 518 GYPSUM BOARD SIDING (MATCH HOUSE)1x2 OVER 2x8 FASCIA C[ EXTERIOR MATERIAL J INTS GYPSUM BOARD WOOD FRAME WALL CEMENT BOAR VENTED SOFFIT MOISTURE RESISTIVE �,�, IN ACCORDANCE WITH ASTM INSULATION BARRIER • (RE: STRUCTURAL) C 834 AND ASTM C 119 (RE: ENERGY CALCS) BEAM (RE. STR CTURAL INSULATION WOOD SHEATHING '`a D VENTE SOFFIT 2x CONT. NAILERS T&B ALIGN FACE O BEAM, EACH (RE: ENERGY CALCS) r— CEMENT BOAR SIDE, WITH NE K DIAMETER FIBER CEMENT BOARD CONCRETE SLAB PER PLAN 1X8 CEMENT BOARD FR EZE BIRD OF COLUMN CEILING WITH BATTENS (RE: STRUCTURAL) OVER 1X4 CONTINUOUS. NAILER WOOD FRAME WALL AT PANEL SEAMS OVER FIBER CEMENT SHAKE (DING RE: STRUCTURAL WD SHTNG SUSTRATE { ) PT 4X4 POST ON METAL OVER MOISTURE RESTS IVE ( ANCHOR (RE. STRUCT) BARRIER OVER 35" HIG INSULATION RE: STRUCTURAL] : ENERGY CALCS OR EMBED IN SOIL APPLICATION OF W R G CE ICE & (RE j COVE MOULDING WATER SHEILD AT BASE OF WALL I �, CENTERLINE O COLUMN AND o - BEAM ALIGNM NT BEAM CASED IN lx FIBER 1/2"x2" CHAMFER ON CEMENT BRD s c LL WOOD SHEATHING (RE: ° co TOP EDGE OF 2X8 STRUCTURAL) a 2" DIA. ROMA TUSCAN 2015 ESPOSITO DESIGN, INC. SCALE: 1" = 1'-0" © 1/2"x1 1/2" CHAMFER ON RCHITECTU L COLUMN L REV 11-18-15 KERFED WOOD SHEAT ING TOP EDGE OF PT 2X4 OVER CHAMFERED ERIC OR VER CONCRETE CONTINUOUS 2x8 NAIL ° SLAB (SL E 1 8" PER FT.) ° JOB#: MBI31=1 OVER ABOVE CHAMFE D NTINUOUS PT 2x4 SI L �� -- DATE: 9-23-15 CO BRICK STEPS ° ° � a ©RA1NN: RE - --- - d CHKC�: BRICK VENEER,OVER FOUNDATION WALL 1"AIRSPACE BE11NEI=m ISSUED: AdDEBRIS FREE a DEBRIS FREE NOTE: INSTALL PORT ND COMPACTED SOIL COMPACTED SOIL CEMENT BASED PLASTER IN REVISED: ACCORDANCE WITH A TM DEBRIS FREE 10-28-15 926 AND ASTM C 1063 COMPACTED SOIL � �--�--�� CONRETE FOOTING, 11-1 b-15 FOUDATION WALL, CONRETE FOOTING, CONRETE FOOTING, 770 AND SLAB (RE: FOUDATION WALL, FOUDATION WALL, �, STRUCTURAL) GRADE SLOPE AWAY F OM ° AND SLAB (RE: d 44 { AND SLAB (RE: STRUCTURE) STRUCTURAL) 4 STRUCTURAL) a � WALL $ECO%TION 5 REA � AND BALCONY SECTION A350 0 2015 ESPOSITO DESIGN, INC. SCALE: 1" = 1'-0" A351 0 2075 ESPOSITO DESIGN, INC. SCALE: 1" = 1'-0" OFFICE COPY ■ ARCHITECTURAL FIBERGLASS ROOFING INSTALLED PER MANUFACTURER'S SPECIFICATIONS OVER WD SHE A I .—ENG. WD ROOF TRUSSES 11-00 i ttt ;F; yy� �+r ..y�+y� y�+�• MTL DRIP OVER FIT 1x2 4 p : i 1 OVER 2X8 FASCIA {J , A I f ARCHITECTURAL FIBERG SS _ £ , ROOFING INSTALLED PE MANUF. 2x6 OUTLOOKER AT 48" OC SPECIFICATIONS OVER CEMENT BOARD OFFIT — �p� �-�»-�- 3 SHEATHING OVER PRE—ENG. WD 1X6 CEMENT BOARD FRIEZE » , 3 • • • ROOF TRUSSES �• r•o• BRD OVER 1X4 NAILER CONT. c 3 MTL DRIP OVER PT 1x2 FIBER CEMENT S AKEDESIGN OVER 2X8 FASCIA z r � t SIDING OVER MOISTURE 4, RESISTIVE BARR ER i FLASHING OVER IX2 FIBER CEMENT BOARD SOFFIT CEMENT TRIM AT 15 DEG, SLP. 1X6 CEMENT BOARD FRI E 1x8 FIBER CEMEN T TRIM ;ZVI iL s r BRD OVER 1X4 NAILER C NT. E i .r BRACKETS OVER1 X1 0 CEMENT :,. . f�"°` g3, -. .,,., £ ;.gt. ..,.,..:..,>Y.,,.n....�:..,>.,.,.�.......,.<,..«...�:.m.,...�.,,.:�,«....,.>..,�,.::>w�.,...�:,�..e,...,....:....,,�..a.m.:,_....en,.,....an.«.�...,.><..... :.......:>,u...w.na..,..,�.....�. :�«�..�>�.......�:,..,r, ...:..k::.... .....:.. s EE 9 , ,! _____, BOARD FRIEZE B D OVER 1X6 _ F. a 2x6 OUTLOOKERS AT 48 C 3 ;f' NAILER CONTINUOUS _ �� ., 1/2" TYPE C OR 5/8 WWW.E s P O s I T O D E s I G N.N E T `` GYPSUM BOARD 308 SOUTH ASTER TRACE 2x WD FRAMING FOR BUL HEAD CEMENT BOARD VENTED SOFFIT {RE: STRUCTURAL} x t� �, , »...:,.,_, __..w_ INSULATION H F INT A N f � V � ` i ..� �.. �.». .,n » »._. .m.., 3 5 ° RE: ENERGY CALLS 9 0 4 6 1 0 9 2 7 8 FIBER CEMENT SHAKE . • »» g L FIBER CEMENT B RD CEILING WITH { } �. , BEAM {RE, STRUCTURAL) ��''� G SIDING OVER MOISTURE L• " " z , { �� BATTENS AT PANEL EAMS OVER WD ----� -- 112 TYPE C OR 518 � 'x 1/2" GYPSUM BOARD RESISTIVE BARRIER WOOD SHEATHING STRUCT nn. ...rd SHTNG SUBSTRATE RE: STRUCTURAL} GYPSUM BOARD ( ) FLASHING OVER 1 2 FIB r_ P �, M — » O X � � � w-.. COVE MOULDING CEMENT `TRIM AT 15 DEG. SLP. '` _ _ INSULATION _ __ _ REV 11 16-15 �. 1x FIBER CEMENT. � � C T FRIEZE B , E {RE: ENERGY CALLS} ` 1x8 FIBER CEMENT TRIM 6!! NOMINAL SQU RE POSTS 3 3 — WOOD FRAME WALL WOOD SHEATHING {RE: S RUCT} — — 112" GYPSUM BOARD �`� � {RE: ELEVATION FOR ` 3 E � WATERPROOF UNDERLAYMENT SYSTE {RE: STRUCTURAL BRACKETS OVER 1X10 C ENT::�w»»»n.,..,,. .w r �` � LOCATIONS) OVER 814" WD SHEATHING GLUED AND '° ` :'. r _ INSULATION _ r BOARD FRIEZE BRD OVE 1X6 F' INSULATION _, SCREWED OVER PRE—ENG. OPEN WEB f NAILER {RE: ENERGY GALLS) WOOD RAILING . LE CONTINUOUS f _ FLOOR TRUSSES WITH TOP CHORD _ {RE, ENERGY CALLS} CEMENT BOARD VENTED SOFFIT ��..._ mm mm 3P {RE: ELEVATION OR " f=x WOOD FRAME WALL �_. 3 SLOPED 1/8 PER FT. SLOPE MIN, ARCHITECTURAL FIBERG SS o.m {RE: STRUCTURAL) BALLUSTER CON IG.} SCREEN ENCLt3 URE —. �a».... »._».»_..._ _ 5/4x61 DECK BOR ROOFING INSTALLED PER F= F ADS OVER 2x PT SLEEPERS W RE: CONST. SPE . MANUF, SPECIFICATIONS { } u.: . n>. a, ,.�.. �. >.> FROM 6" s ## r FLASHING CONTINUOUS UP WALL �� OVER WD SHEATHING OV R 2" MIN GAP CON M _ MIN, ABOVE LEVEL TWO FLOOR TO 6" MIN. ��✓ .�... PRE-ENG. �lll D ROOF TRU SES � �" • �..,.,n�..�.� �� ., �.°`� � HORIZONTALLY ON DECK SUBSTRATE 314" T&G WD SHTNG Qr000 OVER 1 w ,. FLASHING MTL DRIP x2 314" T$ta WD SHTNG CONTINUOUS 4� .. t GLUED AND SCREWED OVER 2X8 FASCIA , 17 � t OVER PRE—ENG. OPEN GLUED AND SCREWED ...:...ww,.....::,..m.m�. �1 ., 2 CONTINUOUS w_ t � ._ �_., ..� �, 1..�, ,: ... E�� ,.� �. § �., ..,�w L v TALL WIND T _ WEB FLOOR TRUSSES NOTE: INS O S, =;},j r._ OVER PRE-ENG. OPEN L �$jFT p k w.w.w w,,.:,... : . NAILERS T&B D ROOF . L { E, STRUCTURAL) DOORS AN -'at: ;..ww.:. . .. :,.:.. .. .r OR TRUSSES ?4 �~ e URA } • WEB FLO 3. . �.>._:�. .. `� SLP AtIIN. R L 3 mm.. WINDOWS IN ACCORDA CE V -4E T ARCHITECTURALLu (RE: STRUCTURAL) ___._____ .._—�,.n�n.� _ ...._. » . t .: FIBERGLASS ROC FI TRUSS ORIENTATION WITH ASTM E 2112 r-f E, STRUCTURAL AND INSTALLED PER A UF, V FFIT—. t ; . ✓`— . .� _ MECHANICAL) CEMENTBOARD VENTED O - SPECIFICATIONS ONS V R �.. � .��' �. C ) t tLu 3 _ _. : CROWN MOULDING �, WD SHEATHIN VER _.�._.�,» �. � _>� _�d.wu m a.� � _�u J INSULATION L 3 _ TRORIENTATION 3 USS ; - w ; f , i _ PRE ENG. W RO F Z PANEL MOULDING OVER x12 FIBER ; � 1 R.E. ENERGY CALCS 3 �, _ {RE, STRUCTURAL AND TRUSSES ) CEMENT BRD FRIEZE BR OVER 1x4 „ NAILERS CONT. TOP AND OTTOM r MECHANICAL} �. n.�.n. ,n. . : 3 112" TYPE C OR 5/8!! L MTL DRIP O R T , k� - a , , zi c� ».__.._,.... �. „ �, 112 TYPE C OR 5/$ 1 x2 O 2x8 FASCIA t, � ° �° �' °� � � GYPSUM BOARD FIBER CEMENT SHAKE SI ING OVER E ` . GYPSUM BOARD �.. s .. MOISTURE RESISTIVE BA RIER �' ;' - w n:w f �� x` _.»., - _ DOUBLE WOOD S� CE ENT BOARD VENTED SOFFIT ' t INSULATION mow.; , _ nw�, O� „F,.n., a E . WOOD SHEATHING {RE: S RUCT} ��- �� ” - FIBER CEMENT BOARD CEILING WITH FRAME WALL 6 RE, ENERGY CALCS 2x TUDS ON FLAT 16 O, r RE:STRUCTURAL { } E L BATTENS AT PANEL SEAMS OVER WD _ { } L NONE: APPLY SEALANT A N FACE OF SAM WITH ' ` Q SHTNG SUSTRATE {RE, STRUCTURAL} N, EXTERIOR MATERIAL JOI TS `� ECK DIAMETER F COLUMN ' IN ACCORDANCE WITH ASTM �w � � � �` n.,...n.M..w w INSULATION COVE MOULDING REMOVABLE AC ESS PANEL 1X a � CAVITY CASED IN 1x FI ' C 834 AND ASTM C 1193 _ w mm BER CEMENT BRD _ {RE: ENERGY CALCS} FIBER CEMENT B D. s WOOD F RAM E WALL : .. AM {RE. STRUCTURAL} FIBER CEMENT SHAKE SI INC :.z` (RE: STRUCTURAL} 16" SQ. ROMAN TUSCAN _ i 3 w _ OVER MOISTURE RESISTI E ARCHITECTURAL COLUMN REMOVABLE ACCESS PANEL 1x FIBER " � _ INSULATION CEMENT BRD A BARRIER OVER 36 HIGH {RE: ENERGY CALCS) APPLICATION OF W R G CE ICE & � , : CAVITY FOR ROLL UP SCREEN WATER SHETLD AT BASE F WALL J C TERLINE OF OLUMN AND � - 112"x2" CHAMFER ON BE ALIGNMEN WOOD SHEATHING RE: { '' TOP EDGE OF 2X8 o = RECES TRACK FOR ROLL UP g. w. STRUCTURAL f - ;_ , E°= �. �� ,,.. � � � 514x6 DECK BOARDS OVER 2x PT SLEEPERS �' SCREEN °� ` ..__ 112"x1 112" CHAMFER ON I OVER WATERPROOF MEMBRANE OVER s #; KERFED WOOD SHEATHI G TOP EDGE OF PT 2X4 CONCRETE SLAB SLOPED 1/8' PER FT. OVER CHAMFERED CONTINUOUS 2x8 NAILER E } �3 '"e:':ti:_":' w.'mmnw„'��,,.�.-"�--.," ".-=- ,...,:....n ...��;,..��..�.,�:�; 3„'�0,�.-.n •,,�t,.,�-�;�;;��....w�.,.: �^ n..,.4 �' <,,, OVER ABOVE CHAMFERSJOB#: MBB15001 CONTINUOUS PT 2x4 SILL — — Y f; SLP MIN: DATE: 9 23 15 = BRICK STEPS w � - 4 DRAWN: RE 1 BRICK VENEER,OVER FO NDATION �. w77' ! Y �-4 — WALL 1 AIRSPACE BETW EN --� n E - D: DEBRIS FREE e r--^-d NOTE: INSTALL PORTLA D --- __ _ -- -- DEBRIS FREE ,.. ..,... .. w ,..,.. C0111IPACTED SOIL _' DEBRIS FREE ,,:..,... ..::.... ,,.._......,Y, ....,, ,..� ....,:.>.,w.:::_..._ COMPACTED SOIL NCEMENT BASED FEASTS IN COMPACTED SOIL REVISED: ACCORDANCE WITH AST 10-28-15 ......................._........................................................,.....,........ ......... r,�.....:: ,,. ,,,,.... 926 AND ASTM C 1063 3 _ } f Y j— CONRETE FOOTING ___ n,.,.n,,._,_. _,_.,..,w. w.n,.,n_ w,M,, _,..,.,.... CONRETE FOOTING 16-15 FOUDATION WALL - CONRETE FOOTING, �� FOUDATION WALL, -' FOUDATION WALL, f ,.,, a AND SLAB {RE AND SLAB {RE: r' STRUCTURAL STRUCTURAL GRADE {SLOPE AWAY FR M AND SLAB {RE: �f } ; } STRUCTURE) STRUCTURAL) �' { 4 r�6 WALLCTION REAIR PORCH AND BALCONYSECTION A350 0 2015 ESPOSITO DE IGN, INC. SCALE: 1" = 1'-0'! A351 0 2015 ES OSITO DESIGN, INC. SCALE: 1" = '1 r_0'! OFFICE COPY -- I I I . I . I - - - 1: * I .1 . . , , I .�.............�........I.........___... ...11.111.1............, .1 , , , I I ' . . .. MOTION-ACTIVATED ,I * : : . : ELECTRICAL LEG"END :. WIP ,�l . . ----��--l�l-_-_,-_-_-_---------�----.---------�,-�- . I .1 PHOTO CELL : . "I �. ............................... .: .":.11. i : ........_._........-.I....I.—......-............ . ..................::I........:.................. : .: ••-••_.... 2-WAY SWITCH \-W._: ..................................... . . ............................II...._A.... ........................ ................-I., -.....:...... .......I'.'-:.,.*.,.*.*I..I................:......... 3 ..........�............ ............11.. .....:I::. ................................. . ........�..............I.. ....1. ... ................... ESPOSITO 3-WAY SWITCH : . . .. I " . . . . ....: ..........................I.... : . . . .. . I ) : . . . . . I : ............................... . .. : ., "-,-" :--,-,_ . . I : I . � : I. . ., : ".r.- '. ., 1'.:� I . . . : . . .. , . . ., . . : , : " - . . . .. __;X� . .1 . : . I � . I .. -1 . . ., , �l - : . - - : . . I . PEND .� . : .R , , . I I :- r.1 , .. - . : . : . 11 . . . . .. '3 , ;-�� - �;�:_,� "N : .. " - , . * : : , I : 8 DMAMER SWITCH . I .. ., .,. . . 11 .N�l : ., . , , . . . , . . I . I . . - . 11111111111111111111*1......:SEC , . .. ..,_'. I : . I ' ' . . . I . .. .... . . . DESIGN I . . : , I : I .. . : I . .- . , . . ........................... ......*.................... I'l* �$ .. ----------- : : .1 , I .. . . ., . . 1. 1: I , .. . ..", I., , . I . !"', : .:. .. , , . .. -, ._-_ : :" : . : ., . %, 111111......._.... : 1.1, ... ... I. N . �1. ..V. 1. I I I . : , . % .. .111 . ................ . .11-* I :::! \Z..,. 1.10V DUPLEX OtJTL T .. ., " : I .:: : : , . : .1. .. . . I . : : ., ..,.,. :� ., : . ..,"�,,%---- ., '.... .� . : I I ". : " " _ ., �:'. .. "' . : , .1 - I - I OV DUPLEX OUTLET .. \. :S:�,-:� : "�` : C', I. I I .., -, .... , : : -4 . I - '. � ., .. . . : .. : . . I . " , - I �- ". I .. : ,,�."- L . - . % _� 1. , 1, . . 1. , : , ONE 3E© SWITCHE) . .1 I , \ . , : . 1, I . . I I ..,. . , . . 1, I I .. ., . .,.. . � - . I, � .- I . . . .. 1. 1, .. , _._l I , . . _� N . I;- I .. .1 : 'A. 220V OUTLET .. .__� _� : : ., .1 . , . "C' I . . , '.. --'- .1 I. . . . . " : . a N . 'l �_,: . - _1 . . : - .. : .� ". . 1.11 � 1.".. -' 1, . :.: : , 1, -------I "w ��:..��....._____'JJ_'_________-____________- --I ., , .. . . '* .. : , _. ,. . : ,, 1 : :--, : , . �----------------------�------- , .. 1.�, :V-)-- ,. .. .....'..l'. : �. FLOOR OUTLET � ., I . ....... I I " . .. : .. , % : : : I 1I : . ,, , , ,,..: S3 . I , . ! . . . 71)_ 1 i- , : .. 1�� ,�'i : .. . : .. � 110V DUPLEX OUTL17 .. .. " .. I., ., I .." . : , I I . . . .. . � . ) .. , - .. '. 1, . I . . .1, : : . .1 11 : : I..-� GFI .� ., . � .1 . , : .1, I .. . . : :� . . : .. . . , , - : . . N �, I . ., WWW.ESPOS[TO DES IGN-NET : GROUND FAULT INT"-.RRUPTER .. - �1, '. I " . N , , . . ---- . .I . I .. " -.:I'- : . I I I , , : . . I , I . .. . . . ,� . ..........I ,�_ :- -�.. : I , . . -- : :.�...................................... : ),.-- r�-I", , . I . . " _G' -�l"D, I I ... I . . .,� :,:.- ,_,-,4-:.--- : . % " . . �. .1. . I -, , I '....., " . l. , Ulk, NUMBER INDICATE . : N , ......I........ I. . � ... " . :GFI.. .1., ... I . ,. 308 SOUTH ASTER TRACE ..- .. I I . "'. .. " 1I , .. - �GFI: : .. .. 381, . IN " , . I - I U. : I . � : ., . . ., . , , '., . - : HEIGHT A.F.F. . �l " _11.1'' I .- .-,_ I ".. . . : N " .,..,. .� I . : 1* - . , '1,1 . . .,,�.,\ I., .. . I . . . . � : .1 ---------------I I., / a -1 1*1 :*:',I .":*,", : : : -, _ . .v .,r- : :: '. .. . : ) -::::::--- , '' )111. , -- ll�vl : , ., SAINT JOHNS , FL 32259 1 . : '. S , :,L ll�. I ". N1, . : -, : : .1 . -, , I .-. .. 11 : : : � . , .,- 11 I .:"--V:- ..� ... ...� .. , " ---------------------------------------------------------------------------------------------------- ,_,_,___-----------�-------.-.--.--,--.--,--.-------------- ,--.------...--.-.-.----------------.--.- ......... . : I .� , . : 1: '$_,�- ::1, �. : : . . L'_ . 'AIALL SCONCE LIGH T FIXTURE :. ,--,-,,....... ........... --------------- . . : , I ........ ........................................ .......................... ....... ...... :: . q , .\ .. ": . . ....... ..................I , . . , I .................. ................................................... ............. : .. . ...... '... . % • . . . . . . I I � : ::.__._.l`l , . ...................� ----,- I . :, '* "", . .. -------------------- . , ' ' . I . .1 I .. 1111 . I %�.-.- ... . . . I . -"../ . : : .,� � :� : I .. I . � . . I .. I I . . . , I " I I . . . • I .1 : I .. .-"\. ,,. is . : : 1: . . , . . I .. I : : .. ., I * . I I PUSH BUTTON .. . .� I '..,,, : a ., : - . I , \1 I . I . . : . I / I :............................ . I . ..........................: . .... ., ., . � . I . .. . : :_1) : : : .j,.. ., I ,��'. I 1.. : : W. I .. 'N . _ ,� 0013 CHIME WP ., I � - : : 1 . . � ., . " TO LT F)(T *. �-. . D : I . : : I .. ., -,- .: . . . . - : : I I . , : . I .. .. . . I . . :.... I . I...... _.... ,._�-� I I l : , 'L .. . , I _�_ : � ',"V/*� , .", , " : " - : .., 1�111 , -" , , ' .__ ' � : I , , , , . I-----11: . :. �....�...;. .. . , .1 - - '. ,. - . . , : , I .1 : �........................� . ........................... I I� . . : I . I . _ -------- : . : � : I ..I ' ' tl. : - 1101--. TELEPHONE OUTLE" ....... - -, . . , I ... ,� : .......I .1 .......�.......................... . . , I ABOV� I . : , �141" I : � . .."...., 11 ,-,-.-.-. .,-.-.-.. ----- I .-- I � : ..,.. 11 1. . � : . . . : ., , .. . - ., . .. - - I : _ , ........ : . ----- ---- . I I I -1-11 I I I 1. , , . : ....... ...... - I I- I ,, , , ., . . , " , I " . ... �,, . . I : I . . I�, .,> : : I " -, . . . .. . I '.. . . I , . . : FLOOR TELEPHONE . . ::�.,_-!': . . '. : ��" : : . �, : ". s '. : : : I . . .......... .. �. : : . . " . .: . I .. . : : : : I I . " . : : ................................ : : : .. " :-- _ . I . I ) ..�. I : ::,S��. ,- ..., �. I ,�" . 11, I. . I . IlZll. :. . I I _ . I", .: - ..� 1.I - . I : . ."-- 4_�a �60 : : I , LOW VOLTAGE: .. -k_. - .. I . I : CABLE T,V,OUTLET I . . -11 a-- . . "', . . . .. I : . I : . . .� : : '. 1I . ., 1, 1.% I .. I I . . . , .�, �, :: : I I ��_.-,. FLOOR MIOUNTED COMPUTER .. . I . . . 'O .�.-, ;I- ., : : I . * I : : ,.-,. I 1, ., . AT-STAIR.. . .. ....... � .,%o I . . I I . . . . . . .. , , . ...., -1 '. . : I I I ,Z. .. . . . .. "N- ..:�" : I �, .: : -1. I .. - - ,-, : OUTLET . . . . " . , , I _,_�--.1 1� . I : : :: : : . . I I " ..,k : : , ,. . .kti3 . I�, . . . .-., I I . : . I .�. .1 -,. . . 1, ., . . , I,---------------------- , . . : : I . I I I I I." " " ,- .1� .. .. . _. . I �_l ---- : . .11 . I I . " .. ., I I .1 I : : . , ., I . � : ., . I . I . , . , I . , .. . : I . .1 ,,',,, I 11, . , �. . .1 : : ,V-� .1 I I : ve COMPUTER OUTLET I I ,, . : .- . , : : ' : : I , : I : . . .... - I . . . I ...... . . - I . : . 11. ............ ., I . : . . - : . , -, I . . " . �, . :: : - '. , :... .: : I , ._' / , ,,, , 11 : : : : :GFI " TO&RITCH'.'. ., � : 119'. SMOKE DETECTOR .. I . I . � ", . .. . '. . .. : : ::,r,�-_ SCONCE : . . .. . 1. I� . I . . I ' ' : I— I . : . . '. .. % � , : : . I :. � ,-, . ...... . .. I . I . . . �, .� : .. . . I .. . . .1 .11. . . -, , . -� • I" . ABOVE .1', - . 11 .. � .. , I I : I I , . . .,. . I., , , �l- . : .. . , � ., . : : ., ' : .<X . . .. ., I CARBON MONOYJDE DETECTOR I., . . .1 : I : . . I : 1, . : : .1 : . ...................... : I . . I . 1. . : I I : .. I . I . . . ; . . I ., I .. - . . . :. .�. 1, .111 % . I I OV. . I : . . I : . 1, , .IQ 1, , . . . .. . : : - : : -1 . ., I , I , I EXHAUST FAN . . I . I " . N . . : , : . ., I I . . ...1. . I" I I . I I .., ., ... , . . : I......... ............I I I 1, . . 1. .'*\ . . -, . , ., , . . , , :.,..: . . \ . I .. : : ,'. : : :� : . � .... PROVIDE CIRCUIT FOR . � . " \ 1, 1, I I , N � . I-Z...' I ., . I : : : : .. . . : .. 1; " . -_ : : :� : . LU .." . . I . . 11 \ ... 1, . I I `.I. . I . . .. 1, I I WP WEATHER PROOF 0 JTLET 1: . I . .... : .1%_ . I" . I . � .. : . I : .. \ 1. � .1 -L .. I ROLLUP SCREENS AT PORCH . .. : N.. , ". . .". : : ., . I I . 1, ., . 1. ,O k . ... ".m., I .--�,�4 : I : : '.1 <9 / : . .'' - : ..:.,. , . . - -, :: : " .. � , _ , - _L , : 610, : ,..,-:-. : I . . . : �. : I —. I I -.,�X:, 1 .L %�:,-" : .. : : .. .. . �.................................L ., . . . . I . -L � , I ..GDO GARAGE DOOR OPE qER . . I I . / �� . . ... . : -1. , , I _�. . : .. . . ,� " % N '. , . : � ., 1 �� _ "O. . .. I. . � \ . I I : : cl): 1. C' ............. :� : .1 ...................... : . ... . .- :I . �l I . -: �--60-: : • .1 : .. • ...... I ..... , ., . . I . . . . .. I I ." I . ..�. 0 : 1,0%_�,' : <0.% �� ... ... .... .. : L . .� ., � . I . : L". N ;l ,_ , I I . . I I I 1. 11.1 I \ I I 0 -.-: .4-1_: : : : :: :.... I .: : . . . . : . ... . . I . , . I . . , I .. ... I... . ..I 1, .. ... .. ... ... .. ... ... ... I . ... ...... I � JUNCTION BOX , . I I. I � I . ... I, , -1 : . . . . A .. . . . . , \L , . . , . ,�, 1, .% : ... .., CEILING MOUNTED I.IGHT FiXTURE :L . . : . ., 1. \ . . I I le . I . I I . . . . , I . . .. .� " , � .. � : -;..: � I I- .- : I- " ,,'-,, !--, I I . _1...... -_ . . . I . �l I I ___, . I.. . .. • I 1". I . - . . � . I , : : - I I .: � : : : ,, I I . .1 I �. . I. . I . .. 1. . ... . ,.::�, ... .. : . . , . . I , I I . .. ., . . WALL MOUNTED LIGHT FIXTURE I., 1. . '.1 , . I . . ". .. . I ... . . I �. . : �--: : * I I : : ,: I.: .. . I . I . ._..._-__l_l-� . I .. I .. - ',:-L, ,, I . , � . . ... ..." .1 . . .. . I - 11 \ * ... I 11 . . ; .I . .. L , 0 I I . I L .. ; / . I , . , I : - . I I I . I * . ,, . I I I . , \ . *, I -.:�,._�-. : : . . I. . '.... I , .;�.... .. . : : , ... \.. . ,e 1-1 : .."�. : 1. :. I I . . _. I . : . RECESSED CEILING IGHT , .. . . .1 . . 1. . . . . 1. I . I 1, " e : . . . . . _;,NIL :1 ,�-�11 1, '. I : . I . I 1, : : .;�� .�.l - - I I I . . , . . . I I � I'% ,. . . .� '..,,� .. 1, . . 1. ... '-, LOCATION - _. . 1. . .," " 1� " . I . .. . %,, ,. , , I I I . . .. , I I � - . . - . . I . . . . . , 1� . .1'.. .� .- , . I I .. . I . " .. ... I ..-_...I , , - .. RECESSED EYEBALI,LIGHT . . ....-.1 I., ... -&-, ..i : .- . : : : : . . I : . . I . I :, , . I. :.. I .11:_1 - 1 I , .. . . . .. . . I., .� . ..I .. 'D_ -�:_l I , . : - .- . , . . . . . . .11 BY OWNER : . I . �. ... I : .. I . . . . . .,_,N . I .1 . I I ., , , -, I . "'�",L� ., U. : cu RECESSED WALL Oh SHER .. . : : . I %1. " I . . . ..............I . . � . ., . . I .. . . 11 ., () I - .. � , : . . . . *`)-�", .* 1, - .... .. I . : . , . . I - . I . : .'L� _ ; : :c*." 04L . I : '% 1 . . -,- 1. I . U) < , . . . . .. , I I .,. CHANDELIER .. . . . . � . I . . I I L I I 2 im . 4 , I I .. I .1 I . : I .. \ I I : :xl. . I I I � : : Ci k., : Al... .: . ,,�,, �...... � . . : : L :: .. I I I .. -1 . I . ., : 'L "': .. I . I I . 0iP.I` �-11 : .. $M ,- , I':,. .. . :� - V11 ""I'll""........._.......I., .1.11.1 - ...............1.� I . . I . ,. - .... I . : . RECESSED CEILING LIGHT- 1, I . ,Z:. , . L' OV I-- : Q_mP . . . . I .- �,. I. : : , : . . --- . , -------�----------- -- . . ......;". .,.� __?.____._.__-, . . . . ... . .. .. I . , ... . , I : . . . 'e.l - , I . I MOISTURE PROOF �'... . . ..", . ., ..1 $s$ .,.'l -- --- --- -- _.": I .I � •�....i,- : :..,�-. , I ..I � : , . i I ,�, 0 � :-- - '_.,_... .. . , .. . , • I . .................................... � "I I .." : 1, " . '. I * . I .1 . . - _ I 1% :. I . ............. I . I . , %, : : : ... . I ---- .I............. ........................... , ....... :'7 . . , I : . I , , , 1. ..I I I�I L��I L� - .........I'll I,. ..% .� .1, " . I .. . � . . .. I : ,N :. I . . : : I " I . Z ;.................................. I I :Sc SPRINKLER SYSTEN�CONTROL .. '_-� "-.-.-.-.-,-"-.-.-.-.-.-.--'-'-.-L'--'-�...�.......1.�--,.,.,-..,.-.�.-.��-,.....-.-....'."'-'-'-'-�"L�',�"--..§.,-,-,�.-. . . ..,:- : I . I ... .. '. . * .. " , : .--- .. . � : � , I '... . I : . "L .., 11 .." I : . < . . . .. ...\ . . ., . . . .... I.—--------- I : _. .. '' I ..,L' ,11 .I., : ; '. I .". .. : ..:..l:..:..l... .. 1. : : . . I , �-�-. ..I ------- ". ""' - ... I • I . I- 1. 41 : -II,.- I.. , _l I.. . I :% 11: : : _ I— .. . : :1'.•. . - * � : . sI I ................ . " " . � I .... .. '. %. - : ...� .. 1. � .. . 11 . . I - I I . �. '. 1, � . . . . . . . , " . � � , .1 . I � , : .... .,:: ..:. UNDER CABINET LIE TING . , . .....__,. : I . . : :: ---------- : : %:, : : : •: . . ,�. dg: . Z :. . .1 . . . : � : .. . " . I . . . 1, •: : � . . . . . .11 INF- : 4_, ,. . I ._ .,-, .. . : : . qFIll7_._., FLUORESCENT LIGIT FIXTURE . . I. -, � ,� . I I . . . I . . . . :: I _a . . ----------PENDANT------PENDANT------PENDANT--,- I I ., I I . . . 1. I....... . I '. . : :.�. : ,. % : . 90PI'l . I , , . . I I . I - I I : , I I . . I , , . ........ I - ' 1, , , .....1: : , : ..I - , Fx] FXT ...... FXT .1 ". :: ,,: I L � . . ,, I, : . I . I .1 ,.�. I . I ; I ... ........... .. I . : . .. , m : i . . I : : .: I : I ., .: . I -'.� "L .. I . , • '�� : . -1`1`.,- .., -, - : : () ,, .. : : , .A. . .. . ��...,.. 1. WOO$"" : I . . ..., .'IN.' �vl . : I . � . . I . : �_ : 2'x.I'FLUORESCENT IGHT : I . 1-1. : : , .,. . � : 1. . ;-------.. . � . I -�,�, ". : "', ,."�- . :� mmmmmmmmsm I I I . - I : . I . . . , I . I , I 0 .I �_ z r..... I I `�--�- " , , - : -- : �--------:_,- FIXTURE . : : : ,��-. : 11 I �::*..,: *l-1....L �L....: . . • . , . .--,X-:- - I " : I . I .1, . .., : I . " : I .i . " . I I . . I '. � I : :v : : : : .." ,., �_ . : .,. PANEL . : : : -1:I ................ 11 N . -. ,., . . ....... . I . , .... I , ,�: : I q ....... ........ ...... .. I I I . . -, .1 �11 I I :i : I 1, . � . .......... _. . . ., : . � . . - , ..-_ I . .. . � "I", :;. .:CFI : : I . " 11 ;l - - L ... . OMMMS , . . � ., ... , -.::.I ". ,':... ... . I � . . ... - .........:% I .. OF; - . I I , I .. .1 I . .. I I : : I `•• . . I :i . 1 " I ----. I 1�1 . li _. . . . . I +: I . . : : :...... 'i;,X...... ...� ... . ... * , .: "I . . - I -`N . ... ... ....`%... ... ... ... ... ... ....... ..... - ... .''., . .L. ... -- ..:...... ... .1. ". , ''' ... :.--d-:'. I ...- .. I. .. .,.'-N'--L. .L. 1.- - I, : . '�;.. --- ------------ I . . .. 'N .. Y N� ..�--- : _.,�,, I I ., t 11 . : ..,...,!.. _ __,,:,,, : : . _. .j �1-c s. '. ___._._._._._._---- . ,,-----____.___. . - U . I.. -� I. . : I , �.: ., :�. %: . '. , - .." : : , ... . .1 : .� : .'.--� : - , I., . I : . : : : :" -'� . I • , . .". * * 11 *** ..., - ... ...I ._... ... .... ..� - I... ... ... .... ... ... . . I I . 11 .. ... ... .... :1. . ._. . ....... . .. , _N ,** "* -I* ---I : I I- : S SUB BANE .. . :-:�., .�- . . I :: ,:-:.......... . : : .... �11._'�. ... .. : ______�-1 , � ...... :� : .....I..... .........I....... : . : : .:...7. ...:'.�-*... .... ... ... .... ,% , ,/ . : ::,.�::::::11 I : . . , .,.,� . ....... ; " _,.,... � . , : .: . I I I . , '. ". - ........ . . I r%w ---------------------------- -------------------- I . . : . % � : -------- �'.. , . _ .., , ..--_.---_. : :--: $3$3 . .-%: : .., ---------; .L." � ;--------: � I �------- : A . , .. I � " I . � . ''I : . 11 I - :1 11 .,. .. . - , GFIl':l': : .. , - -------------------I .......... ....*............ ............. I , _. . : ,I , .. I � ., : : 1. . I . I .1 : : � .----�-------------------------------------------------------------------- ....... -, .1-1-1-1-1-1-1--1----I---------------- ---------------------------I--------�--.-------.-.--.-.--.-___:-------.-.-.-.,.-.-.-. ...-.-.-.-.-.-.-.-.----.-..�---- . : .�._,, I. . � . . , . , ........................................................ ......................................................... .................... ...................:................. I - CEILING FAN *. . I ..I � : : . . . ., . .. I : . : ..1 ... .. . -ow I . I I - I . '. : . , .11,• : ..:%. .., : , -I.' , ., -- : .. . � . .. .1 : I ,- 'L ' : : .,. " �_, I �X. CEILING FAN Wl LI fT .. I I ., . , r ." : : I - f:,,._ .: I . ... .,, I I.. . : , , I . . : : I I I ., I . : . - . . ...... : : :: ., .. .. I " I , .. : : . � I ..,� -. . : .r . . . --- . I , F..:,--" .""" .:-,4- " .. . I . . . � : I , .lL I . I . . � . .. .. '. 1%.;11.1� ,�11.1. . : ., . �C.� '. v I I I ------------------------------------- . . .. . " , r' . : -, . , __ . . - * , I : . .,-.- . . . .r , . .. .. . . ,: ..;'. I 1. ...Z. . -. , - I : EXHAUST FAN fflTH:_fGHT -L . I . I 1,. .......... :..: I : .. : �................... . � .... �.. ... I... ... ... .... ... ... .4C*-' - . ........... . : : -'-(jr>------ ...-�. .. _. . . ........*---��.I ----------------------- - . . I I....... I- I . " .. I . I I G *IN . . . -Tl . \ .. INSTALL COUNTERTOP Llt;H ING. ............. . . .K"_:_,�- . ...--_; 1. .. : :---------------------------------------------------------------:------------------------------------------- : : .. . .....i , : . 1. . _gmwegpos._QQE$j_ _N� -*'Q . : . , )T ,- .N1.. ... ... .... ... ... � .. �� . ., BELC)AfV UPPER CABINETS . I -"�. .I- -. I : : � : , I : : "'i ... .. ...... ... : �;' . , . . . I . I I . � IL 1 : . . . - I ........... ... , : ..:" �', .. 1. : _ - . , .. I . . . . : :*9. - .. * I . - ................. : : . . : �V .�� FLOOD LIGHT .. -.1 . -. _.�.. : : : _ . . - - I __'. . . . . : I ....M..�PIPNTINU PS 1, .-� . .'I. � .......0 .M..........................:.....kA...................14.......... ....... . .. ..., , _:_: .: • I—** . ..., . , �1 . I . I . .. I :, .11, w.. vt .l:NI.- . ".., � . : . I .."..I I LL -.-..-1 . � ...I 11 : . 1 .. 1. : "... .�..� ...: .,:,\ ., .. I ,;,, .�.. : --, .�.� , 4,."-- I— : :.- I . L _ . : : . . I . . . I . ,. , . .1, : - SURFACE MOUNTED .. 1. . , I .'. - I-, .. , 1% 1. . I . , .� : ,�, : . . .. .. . . _,L .�.:.. : . -1., . I . . _N ._- I I . : . .1. GR: : "I - I . . ,.-.-.-...-...-,......------"-...-.-.-r-.-....�----------------------------------------------------- . "�,-. I , ..LV . . , ..._�.. .............. ................. - 1. . XV XV --- . --- � : : . ,"" ..'�,- 'IN . _,_._._._._. -.-.-.-.-.,.-.-�-.,...-.-.-.-.-...-.-,..-.-.-.-.-.�...-...-.....��..,.,. _. ....... .�--------------------------------- ----- I . . : '.... .. - ......_..._._._._._._. _._.lv-.`_.-.-7-7-7.* ......... ...............L L�r..L. ... ....I... . i _`1-,- : , I I . .. ...�.�, : .:.1 I 11 , : . .:. ------ . ................%., LOW VOLTAGE LIGH"FIXTURE ,****....*"* ......................................................................I ............................................... .................. ll�l . ., ,, " . ,, . I :. : l ".. , . 1, .. . I . . : � . . I : : : : ��, I : . : . . N ;�.Nl. ,1-.1-1 %, : .. . : : I � I I . I �l ,,��: %,�.... .. . 11, : , . . . I '-.- : N I ^ : -�, A l : I RECESSED LOW VOL TAGE LIGHT :. MOTION-ACTIVATED ; .." I ...4_1 "":,,", I I - : *, ,-LV : .." . . , : W. - . : I I : .,-.! : ). :.............................................. :............... . 1, - I . : ...... . . :: : . . I s .... ..... .. : FIXTURE . PHOTO CELL - .V> : I__ ��. .... _ .__.__._r_...--.-..:,$.l I - .. : �, _ ' . . . r ...: : . I . . . -I.... I . � : .. ... . I I : . � . ...I , - .. : �, ,*' : .... : ...................... : : . . ''* ,,'.�' :, . : . 11 .. - ... ... .. ),' : � �.. .. ... .... ... .... . .---: �. I : : . I -, : l. . .�.__, - .... ... .. ,.� " %....................... ......... . . . *. : : $ .. . 1, : I : .111.11 I , ., r.... I - : I .. .. : . . %,IL ..% , _., . , ., 11 . .. : _ ..............V_._._.,_._._._._.. I . k "L I .. : . m • I : *------------ ., : .. , . .. , , . .,::--1 . : , I . 'r . I : : :----:__:_ __ ___ ____ --- -_. .,M- I . . .. I I -� 1,� "', . , L .-.1. .-co* .. . 1, , . , - , , . .. r .r';,..r . . .. . .. . : " ,L ....................: : . I �.. I . . . . , . . . - - .. I � I , . . , . . I : : . . .1 *1 I . . I I . I .I. .-I I I I ��: . . I . . (6.----,. , In I . i - , :GFI . : 0 , .L I E : .r $ .1 : . l .. 'r 11 .., 'I, ... ., L' .. . ..i. I . . .. '. .... .... ... '': - 0 0 .... .� : .. ,_�,_" .. _.- I . I : I - : : �...*::**.... . i ".., . . : .. � .. " I .. . . . .� �. . I . . I ,`.,� . I : .-4. (9 ..------ . -,---; . : , . . . . .1 . I I I-, . 1. � . ...�..........I......... .:'.:*.c,:.'. .� % C) .... _ 0 : : ,I . ..-... .., I -:-. , , . . I . . 11 . . I � . , • V 1' : i . I .� , " 11 1: . . . � , -�, . 1, - I : : I ".1.4. . -- . ,PC POOL CONTROL . � I ------ I .................... : I �", � .. .. .. : .. . I .. .. 1�.� . ....... : i . .., . I �. : . . .. . . . " ;1_1 : I , , . I............... . " . I . - .. . .. .. I ., . �,, . ., >. r I .. . . . . : . �,*... . :........ :..- .L . . l -k.--.1 I . L L . . :, .. -_-_ . . I I : I . I . I � .� : : ,I .......... . . . . � . . I : I I - - I I , , . I I'll. -11-i ,_�* ,, . . ;: , WP - � �::%., , , .I . , , .,I ; ,, -I-- : . I �l ,. I \ i-, I ...............�.....�.............................. .............. . ., . , .m"--.., . I - - : : ......� 1.�..� : ::1 : . I . ". " ; . I I . .'. .� . .S:.r_. ..%.. . . . .. .1 .\ .1 . .I.. ._.� .� I . :% :,: . . - : , r I . . .. . I . . . � . . ... I- . . , I . . ': : : .,.- .. . I : . I . I , . . , . I - I , ., \I .l., .-I',...,..._-, . ., : I-- � .L . I : .� : : : : : : I . . I . . -.7.......I •------ �..................-,-- ::--.--. 'L - - ; . - ---- ., . . . -- - ----- =L --:: , -, .. , \ ... I .. , .. . : %:, : : .1.....I.... ' :GFI __--i . , L I e . I . . .. . . . . . . .......�...- ,_do: , . _:: - , . l .,. . - . . " ., . -ri" . .L I : i-,-,- . , - � _.. . .. 1. , . PV . . : . . .: :; , .. _ - ...i.. ., : I , , . ... I . ., I .b.. �-.-.-.- . I � : . -_�.; . : : : . i -I,,- : . : : _",- -�,� I : ., : I...I %�.: : I . L . - .1 . . I . i .s-�,., , :;��.... ... -, . . - I . : .., . . . , : .1 . �, _ -,. _. . - - I .... . I . . . . i - :: , : _ ,., I ., '. , . . . I . : : ..._.._ ........ .,.,:,... : -_ ; I 1. . -,-.-.-' . I . I : : . .. r�'V' . . . . I-------�-------------- - -- . ..... .. . I -- --:--,' : : � 1 :1 :._.. --------------------------- __-, • . I :- . : �-_��............:.'.�_1� : . .. . , , I . ----------------- ............ .... .. � I : _,, . . I . I I , . . � : % •; 11 _',_ �_�:� _'. . ..... . ___:. ,�..... ...... . I . I . : . " ....... - .. il -, $x-�l , :!�f : : : ., " : I . -7. . . : i % : '. .. '. . : I . I - .�.., . i I . \ "k ...- : '.L. I ... �...., . . I � . 1: . ... . : i " : . 1 % 1, : . I :: ... ....1. ....,.., i..... I I - . . ....... I , , ------, $$ §.. ......... . 1. . .... .. : .. '. I ., .,. .,. , I . I . •1. . ............ I \':.S•/:, , .1 %. . . -, . .-% . L. . .. " : : ..,. . - : i . . .,I . �. , . '. . I : .... - MBB15W] , \., , , . .. . : : . . : . 1. JOM N 1: .. :., .: .� : i : : I . . ,,,, . . - ., . I ., I . I I .. .. : . '�l , . I .. . I : I . , .. . , . . . -L : : I .. I- 1_ * : ,.--.:::::::," __._.. : :: : . : k................. , :� 1. ,:. , 1' r, ... : .. . . . 1. I .1- : � . , .,. . . , : . I . . . : : : .. . .\ I::.-� . : , . I 1% - * .. I .. : - : . . : . . ". DATE: 9-23-15 . .1 \::.*"l .1 , 1� I I I I I - --------------, I . .1, . . . � . , I., :� . � . .. . , N .-' . ., : : , I I., I .� _... , .. . . . . . I --------I .. . . I I 0 -1. _.. .I : : l , i, :: - . .j. ,.�� . ' . I I : : : : .1................. . ,,-,,,,-,' � . 7 ..... : : : : I' : : ; I** . 1 g_., r.,, ,�,-.': : :1: . I . :: : : ._- : - .11 : ..r ..r I . I _......r, I . - : , f zl� - ..,,.'2l I % _ I . .r.- .... .- ll " -- : : I ...... ...... .. .. ......... : I ""-L.'' .. ., . .. - 1, . . : .. " , . : I I . l _� .. .... _ , . 1".. ., 11 " .� . . . : 1�.-, : I I I : . . . I : ll�IZ I "L' �.. . 1 .............", --- ------ 1____: : " ............................ .. . . I . . . . . . I 1, I _..... 'r . .............I : . , _� : . .1 • : : , . .. I . I I . I : :: : . 4-------------------- I------------------------------ --- --- --- -------- -------------I----------- I CHM, . • % .1� ............... , . : 'L �. : :� : , I . . I . . , : I � . - . . I : : '..., ............................ 'L , : .. I . . . .. r . : " I : \� , . TO LT FXT I N . .".-I " I ., . . . L . 1. . . . I k_................... : : : :: : . I ., I 1. I .. : . - . . I � - . I . , ISSUED: . : L ,-!' . . . : :1 .: : . _1% ." I r : : : : . . . . 1.�...1.�.I 1: 0 " "'. .. I 1. . r % . .,,• .. .. "I . . . . I , I . �" ABOVE : , :, --I....�._:_, . .?,., ....... : -------------- I : : � �:------------�----------------- �.......�......�----- I �------- I............------ . : I , I . . . .. � .... : I.....................: �- - - - - - :-------------------: :-------------------------------------: !------------------------------------ --- � : I ---. .�. -L.._. : . . . : : ., , ............... ,.3N------------------------------------ -------------------------�'.� , �, .. . . . ................ .. . : � I : : I.. . , . C:� .IN; -../ -�,,, .i Ci 11 .. ...I.................... ......................... ..- . : : : � : I : : . WP III .......,,..... .. :".. , r'' -, ,...'''-''' Tc"z''NI1 - REVISED: . 10-28-15 ......................................................................................... : . . .-.-.-" .-t.-.-- 0"*" ....,.''.. -.I........... ,; - 11-16-15 : W0 .......... _ ......... ..I.......... m, k .,%- - : . . . T-." ..........................I I..................�.....� - :t Z , >.l -J::T v - - :: - - - - . r - OFFICE Copy I I I I I El 00 - I ................ ....... ........ ....................... ti ELECTRICAL LEGEND -------------------- ............. ............. ........ .......... ................... ....... ............................................... ............... .................. s 2ANAY SWITCH ESPOSITO .............. ............ ................... 34VAY VATCH At 4-WAY VATCH s DIMMER SWITCH DESIGN JAMB SWITCH I 10V DUPLEX OUTLE T 91 OV DUPLEX OUTLE r ONE SIDE SWITCHEE =I OUTLET FLOOR OUTLET GFi I I OV DUPLEX OUTLE r WWW.ESPOS ITO DES IGN-NET GROUND FAULT INTE RRUPTER 308 SOUTH ASTER TRACE NUMBER INDICATES SAINT JOHNS , FL 32259 HEIGHT A.F.F. ....................... 9 0 4 6 1 0 9 2 7 8 WALL SCONCE LIGK'FiXTURE ........... ............. . .............. ---------------- ------------- ------------------- ------------------ .............................. ..... ------------- . ................................. ........`�...... . ........ . . PUSH BUTTON . ......................... ....... DOOR CHIME ............... ........................ ......... TO LT FXT TELEPHONE OUTLEI ....... ...... ...... BELOW: -OUNTED TF LEPHONE FLOOR V - ------------------------------------------------------------------------------ ................... ............. ............................................. ...................................... OUTLET . .......................... CABLE TV,OUTLET WP ------------ - ...................... FLOOR MOUNTED COMPUTER OUTLET ---------------------- 11 c COMPUTER OUTLET sm OKE DETECTOR ., TO LT FXT BELOW CARBON MONOXIDE DETECTOR ...... EXHAUST FAN WIC INEATHER PROOF 0 TLET 10 j GDO GARAGE DOOR OPE EES u I JUNCTION BOX .......................................... . .... . .........- . A, CEILING MOUNTED I iGHT FIXTURE WALL MOUNTED LIG 4T FIXTURE -------- - ----------- ---------------------_-_ -------------------------------------------------------- RECESSED COLING LIGHT ...... ............. .................... ........ ...... ...... RECESSED EYEBALI LIGHT RECESSED WALL W SHER CHANDELIER Lu RECESSED CEILING IGHT- -------------- - NP WP .... ----------------------------- -- ----------- MOiSTURE PROOF . . ........ . . ...................................................................................... :SC SPRINKLER SYSTEN CONTROL ---- ........ uj ROPE LIGHT UNDER CABINET LIC HTING _A10 -- - --------------- --- ----- --------- ----- --------------------------- --------------------.------ I--------------- .................. ......... ... .......................................... ...... FLUORESCENT LIGFIXTURE ....... ........ 2x4'FLUORESCENT LIGHT ---------- FIXTURE .......... .................... PANEL .......... iGFI� .. ............ Gq. ...... ..... ..... S SUB PANEL ........... .......................... ............ .......................... ............................................................... ................ T ........... --------------- CEILING FAN --------------------------------- ---------------------------------- ------- ------------—---------------------------------- ......................................................................... .............................. ............................................................................................................................... ................. ------------ ..... .............. ----------------------------------------- ---------------------------------------------------------- ----------------------------------------------------- ----------------------------------------------------------- CEILING FAN Wl L*l iT EXHAUST FMI WITH LIGHT ................................ ................................. FLOOD LIGHT LV SURFACE MOUNTEE LOW VOLTAGE LIGH IF FIXTURE ---------------- LV .. ......... RECESSED LOW VOITAGE UGHT .......... ............. FIXTURE ---------- EMERGENCYIEXIT L GHT ............... :PC POOL CONTROL ......................... ................. ...... ........... .......... .... ..... ----------------------- ------------- --------- .......... ... ... ...... JOEW: MBB15M] ........... DATE: 9-23-15 --------------------------------------------------------------- . ..................... ......... ............. DRAWN: RE .................. .. ... --- --------- MLTF9: CHKD,., --------------------------------------------------------------- --------------------------------------------------------------- ----- ----------KLOW--- ----------------------- ............. ..................... ISSUED. ......................................................................... .............................. ..................... ....... --------------------- ..................................................................--------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ REVISED: 10-28-15 --------------------------------------------------------------- 11-16-15 .......... ------- ............... ............ ...... W:: --------------------------------------------------------------- OFFICE Copy ti El 01 • TRUSSES: ' ��•�� . GENERAL: WOOD. S GENERAL DESIGN CRITERIA A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOC MENTS, IS AN INSTRUMENT OF A. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: A. ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS BUILDING CODE 12014 F - ENGINEER s SERVICE FOR THE EXCLUSIVE USE ATT E PROJECT TITLED HEREIN. 1. RAFTERS/JOISTS•#2 SYP ENGINEER LICEN ED TO PERFORM ENGINEERING IN THE STATE OF FLORIDA. BC RESIDENTIAL INFORMATION DERIVED FROM THIS DOCUMENT,A D/OR ASSOCIATED 2. WALL PLATES-#2 SYP, U.N.O. B. ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S)SHOWN ON THE DOCUMENTS, MAY NOT BE USED FOR OTHER WO K(S)OR PROJECT(S)WITHOUT 3. WALL HEADERS-#2 SYP FRAMING PLANS . ANY VARIATIONS FOUND SHOULD BE REPORTED TO THIS WIND DESIGN CRITERIA THE EXPRESS WRITTEN PERMISSION OF THE PROJE ENGINEER IDENTIFIED 4. WALL STUDS-#2 SPF, U.N.O. OFFICE PRIOR TO OMMENCING FOUNDATION POUR OR FRAMING. IN G ❑D WE TRUST BELOW. B. ALL ENGINEERED WOOD PRODUCTS (EWP)TO BE AS FOLLOWS: C. ALL TRUSSES TO E DESIGNED TO MEET OR EXCEED THE WIND SPEED/EXPOSURE B. DESIGN IS VOID TWELVEMONTHS AFTER DATE OF RIGINAL ISSUE. a. ALL STRUCTURAL COMPOSITE LUMBER(SCL)TO BE AS FOLLOWS DESIGNATED IN T E"WIND DESIGN CRITERIA"SHOWN ON THIS SHEET. DESIGN GUIDE ASCE 7-10 C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE LORIDA BUILDING b. BEAMS b. COLUMNS D. REFER TO TRUSS NGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, WIND SP E E D (VULT) 130 mph CODE-BUILDING AND SECTION R301 OF THE FLORI A BUILDING - LSL- 1.55E - LSL- 1.3E OR LEDGER CON ECTIONS. IF NO CONNECTION IS SPECIFIED, CONTACT THISa CN 0 CODE-RESIDENTIAL. THE ENGINEER OF RECORD AC EPTS NO RESPONSIBILITY FOR - LVL- 2,0E - LVL- 1.8E OFFICE IMMEDIA ELY. WIND SPEED (VAO) 101 m h CD Lo p W o 0o THE PROJECTS COMPLIANCE WITH PORTIONS OFT E FLORIDA BUILDING CODE - PSL-2.0E - PSL- 1.8E/2.OE(PER PLAN) E. REFER TO TRUSS NGINEERING FOR ALL PLY TO PLY CONNECTIONS. N co NOT SPECIFICALLY IDENTIFIED. S. ALL I-JOISTS TO BE PERFORMANCE RATED I-JOIST(PRI)40, U.N.O. F. TRUSS UPLIFTS RE PORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE EXPOSURE CATEGORY C D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS OR ALL DIMENSIONS. IF 6. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND DISREGARDED. U LIFTS HAVE BEEN CALCULATED BY THIS OFFICE AND ALL 'r DISCREPANCIES ARE FOUND BETWEEN PLANS, NO IFY THIS OFFICE IMMEDIATELY. INSTRUCTIONS. CONNECTIONS SPECIFIED ON THESE PLANS SHOULD BE FOLLOWED. BUILDING TYPE ENCLOSED Q co E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATIO 4 INCLUDING, BUT NOT C. ALL SHEATHING TO BE AS FOLLOWS: G. TRUSSES REQUIRI EXTREME CARE IN FABRICATION, HANDLING,SHIPPING, WIND-BORNE DEBRIS CLASSIFICATION RISK CATEGORY LIMITED T0,ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED 1. ALL SHEATHING TO BE APA OR TECO RATED. INSTALLING AND I RACING. REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA I I a' BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF 2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO PRIOR TO PERFORMING THESE FUNCTIONS. TOPOGRAPHY FLAT `) INFORMATION PROVIDED BY OR DERIVED FROM 0 HER SOURCES. SUPPORTS. H. TOP CHORD OF Al ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER < r 0 --I F. CERTAIN COMPONENTS DISPLAYED IN THESE DOC MENTS HAVE BEEN PREPARED SCHEDULE (SEE F SHEETS) OR 2x4#3 SPF PURLINS SPACED ACCORDING TO THE MEAN ROOF HEIGHT 25 („� LL 3. ALL WALL SHEATHING PANE!EDGES TO BE BLOCKED w/2x SOLID BY COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER MATERIAL. MAXIMUM SPACI 4G ON THE TOP CHORD OF THE TRUSS ENGINEERING BENEATH Z ' LL THROUGH THE FLORIDA PRODUCT APPROVAL SYST M OR APPROVAL BY A 4. NOMINAL PANEL THICKNESSES SPECIFIED ON PLAN TO BE AS FOLLOWS: PIGGYBACK TRUSSES, VALLEY TRUSSES, OR VALLEY OVERFRAMING PER DETAIL SOLID SAWN MEMBER DESIGN CRITERIA W DELEGATE ENGINEER LICENSED IN THE STATE OFF ORIDA AND ARE NOT THE a. 7/16" ------ .437"THICKNESS- 24/16 SPAN RATING F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD w/(2) C9 Z _ RESPONSIBILITY OF THE ENGINEER OF RECORD. IN DDlTION, COMPONENTS NOT b. 15/32" ------ .469" THICKNESS - 32/16 SPAN RATING .131x3" NAILS. USE Ii- Lo SPECIFICALLY SPECIFIED IN THESE DOCUMENTS AR NOT THE RESPONSIBILITY OF ", L.L.LD.L. L A T L t' ______ " I. BOTTOM CHORD FALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE OC THE ENGINEER OF RECORD. REQUIRED COMPONE TS BELIEVED TO BE c. 19/32 594 THICKNESS - 40/20 SPAN RATING DRYWALL CEILINGOR 2x4#3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM NOTE: r STRUCTURAL IN NATURE SHOULD BE BROUGHT T THE ATTENTION OF THIS d. 23/32 ------ .719 THICKNESS - 48/24 SPAN RATING SPACING ON THE 0TTOM CHORD OF THE TRUSS ENGINEERING. ATTACH PURLINS DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. ROOF (SHINGLE) 20 7 L/240 L/180 W t� N OFFICE OR BE PREPARED/REVIEWED BY A PROFES ONAL ENGINEER LICENSED IN D. ATTACH ALL STUD COLUMNS,JACK/KING ASSEMBLIES, CORNER POSTS, ETC. TO EACH INTERSE ING BOTTOM CHORD w/(2) .131x3" NAILS. SEE DETAIL C/FRD FLOOR (ROOMS) 40 15 L 360 L 240 W Qcl THE STATE OF FLORIDA. INCLUDING MULTI-PLY STUD MEMBERS AS FOLLOWS. I / Z 4. 2x4 POST- (1) ROW OF 10d NAILS @ 6"o/c STAGGERED WITHIN 3/4"OF FOR BRACING OF OTTOM CHORDS AT PORCHES. FLOOR (DECKS) 40 15 L/360 L/240 I" o G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INST UCTIONS FROM J. WEB BRACING Q ANTITY AND LOCATION TO BE ACCORDING TO THE TRUSS MANUFACTURER OR DESIGNER. CENTERLINE OF POST. ENGINEERING. F R INDIVIDUAL TRUSS WEBS L OR T BRACE PER TRUSS Z H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS1EPRODUCED ND DIMENSIONS AT THE JOB 5. 2x6 POST- (1) ROW OF 10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD ENGINEERING GUIDELINES. FOR MULTIPLE IN-LINE TRUSS BRACING APPLY 2x4#2 FLOOR (BALCONIES) 60 15 L/360 L/240 W r SITE PRIOR TO COMMENCING WORK. EDGE. - AND SPF BRACE TO EA(.H TRUSS WEB w/(2) .1310' NAILS. EACH LATERAL BRACE LINE ATTIC CEILING (STORAGE) 20 5 L/360 L/240 o Z I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVIC ARE THE PROPERTY OF THE 6. 2x8 POST (1) ROW OF 10d NAILS @ 8"o/c ALONG CENTERLINEt2) TO BE BRACED T THE ROOF DECK. ENGINEER OF RECORD AND MAY NOT BE USED OR WITHOUT ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. ATTIC CEILING (NO STORAGE) 10 5 L/360 L/240 I-- O EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. E. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/MIN 8d NAILS @ 12" Z a J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE o/c OR ATTACH GYPSUM TO INTERIOR POST w MIN 5d NAILS 4" WALL (BRITTLE FINISH) L o c. IF /360 0 TYPICAL AND SHALL BE CONSTRUED TO APPLY TO NY SIMILAR SITUATION ORE THAN 3 PLIES ARE USED CONNECT EACH OUTER PLY TO�SHEATHING AS WALL FLEXIBLE FINISH L/120, D_ ELSEWHEREIN THE WORK EXCEPT WHERE A DIFFE ENT DETAIL IS SHOWN. SPECIFIED. Z 'd' K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO ETERMINE ERECTION F. WHERE NOT OTHERWISE SHOWN ON PLANS,ALL ATTACHMENTS SHALL BE AS O � PROCEDURE AND SEQUENCE TO INSURE THE SAFE OF THE BUILDING AND ITS INDICATED IN FBC TABLE 2304.91. TRUSS MEMBER DESIGN CRITERIA a N COMPONENT PARTS DURING ERECTION. G. ALL NAILS SHALL BE COMMON , U.N.O. NAI!SIZES TO BE AS FOLLOWS: L. TEMPORARY BRACING: CONTRACTORS SHALL BER ESPONSIBLE FOR ALL a. 8d - .131"x2-1/2" c. 12d - .148"x3-1/4" Q TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE b. 10d- .14811x3" d. 16d - .162"x3-1/2" MEMBER L.L. D.L. = Q STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE S RUCTURE IS IN PLACE. P� O BRACING SHOWN ON THE STRUCTURAL DRAWING5 IS FOR THE COMPLETED U) (,) STRUCTURE ONLY. ROOF TOP CHORD (SHINGLE) 20 7 L/240 L/180 ROOF BOTTOM CHORD 10a'b 5 L/240 L/180 FOUNDATION: FLOOR TOP CHORD 40 10 L/360 L/240 A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDAN E WITH PERTINENT HOLD DOWN CONNECTOR SCHEDULE FLOOR BOTTOM CHORD 0 5 L/360 L/240 STANDARDS, RECOMMENDED DESIGN SOIL PARAMITERS, AND ACCEPTED SIMFASTENERS Z ENGINEERING DESIGN PROCEDURES AND IS BASED N THE BEST INFORMATION LD DON SP a. NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE AVAILABLE AT THE TIME OF COMPLETION. THE DE IGN DOES NOT ANTICIPATE HOLD DOWN ALTERNATE LOAD REQUIREMENTS. ❑ DIFFERENTIAL MOVEMENT RESULTING FROM SUBS RFACE CONDITIONS SUCH AS LTT,20B TO POST: (10) 10d COMMON (.148)x 3" NAILS b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE)WHEN TWO OR W THE HEAVING OF EXPANSIVE SOIL OR DECOMPOSIT N OF SUBSURFACE ORGANIC TO SLAB: 3/8" x 6" ATR w/2x2x1/8 WASHER MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND Z cj MATTER. SUBSURFACE EXPLORATION CONDUCTED 3Y A QUALIFIED GEOTECHNICAL CORROSION/DECAY RESISTANCE: TO POST: (8) 1/411x1-1/2"SDS SCREWS ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24"WIDE, OR U ENGINEERING FIRM MAY BE USED AT THE DISCRETI N OF THE BUILDING DTT2Z GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM Uz CONTRACTOR AND/OR BUILDING OFFICIAL AND AL FINDINGS REPORTED TO THIS A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE TO SLAB: 3/8„ x 6„ATR OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET: OFFICE FOR REVIEW. IN THE ABSENCE OF A GEOTE HNICA!ENGINEERS REPORT, LUMBER EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT TO POST: (18) .162 x 2-1/2" NAILS * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR - THE E.O.R. DOES NOT ACCEPT LIABILITY FOR SUBSU FACE CONDITIONS WHICH MAY (DECK/BALCONY BOARDS,JOISTS, POSTS, ETC.)SHALL BE PRESSURE HTT4 HTT4 TO SLAB. 5/8 x 10 FRAMED OPENING. ATR W LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TO E STRUCTURE. PRESERVATIVE TREATED TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. "" - * THE BOTTOM CHORD PITCH IS< 2/12. I- 0 B. DESIGN HAS BEEN BASED ON A NON-EXPANSIVE SO WITH AN ALLOWABLE SOIL HTT5 HTTS TO POST: (26) .162 x 2-1/2 NAILS * BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER OF W BORATE-TREATED WOOD SHALL NOT BE USED AS/FOR STRUCTURAL f� BEARING CAPACITY OF 2000 psf, ACTIVE EFP = 30 p (LEVEL BACK SLOPE). NOTIFY MEMBERS EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT UNLESS TO SLAB: 5/8" x 10"ATR ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED uJ THE ENGINEER OF RECORD AND CEASE CONSTRUCT ON IF ADVERSE OR OTHERWISE SPECIFICALLY RATED BY THE MANUFACTURER/TREATER AS ADEQUATE fOR TO POST: (20) 1/4" x 3"SDS SCREWS _ OVER THE ENTIRE SPAN. Z ..... W NON-CONFORMING CONDITIONS ARE FOUND TO E IST. THE USE. HDQ8 UPH 8 TO SLAB: 7/8" x 13"ATR C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF C CRETE USED FOR B. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE TO POST: (30) 1/4" x 2-1/2"SDS SCREWS ❑ FOUNDATION AND SLABS SHALL BE 2500 psi @ 28 YS. HDUll UPH 11 D. ADJACENT SURFACES SHALL COMPLY WITH FBC R .3 AND R403.1.7. OR MASONRY SHALL BE PRESSURE PRESERVATIVE TREATED TO RESIST DECAY. TO SLAB: 1" x 15"ATR a z E. BACKFILL ADJACENT T FOUNDATION WALLS SHALLNOT BE PLACED UNTIL THE C. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN TO POST: (36) 1/4" x 2-1/2" SDS SCREWS � Z CONTACT WITH CORROSIVE MATERIALS (ACQ, CA-B, CBA-E, ETC.) SHALL BE HDU14 UPH 14 rn }- WALLS HAVE SUFFICIENT STRENGTH AND HAVE BE113N ANCHORED TO THE FLOOR Z-MAX COATED, HOT DIPPED GAL' ANIZED, STAINLESS STEEL OR OTHERWISE TO SLAB: 1" x 15"ATR ED i Q SYSTEM ABOVE OR ADEQUATELY BRACED TO PREV NT DAMAGE TO THE WALL. RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE NOTE: LL THROUGHOUT CON TRUCTION TO PREVENT � r Z EXTREME CARE MUST BE USED APPLICATION. THE EXTERIOR APPLICATION OF ANY MATERIA!TREATED • ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION Z W MOVEMENT OF RETAINING/FOUNDATION WALLSNTIL STRUCTURAL SYSTEM WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE USING SIMPSO "SET-XP" 2-PART EPDXY INSTALLED PER MANUFACTURER'S TIE-DOWN DESIGN TYPE <C Q COMPLETION. IT IS THE RESPONSIBILITY OF THE C TRACTOR TO ADEQUATELY Q Z W THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE INSTRUCTIONS. ❑ SHORE THE WALLS THROUGHOUT CONSTRUCTION 0 MAINTAIN THE INTEGRITY OF USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA • FOR USP UPHD IOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH 0) W THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE THE HOLD DO N TO POST. FILL ALL HOLES. ❑ T ADEQUATE TEMPORARY BRACING/SHORING, CON CTTHE ENGINEER OF RECORD SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND 3/8" ALL THREAD ROD SYSTEM J r� r� FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. CONNECTORS. U u� D. STAINLESS STEEL AND ZINC-PLATED (Z-MAX, HDG, ETC.) FASTENERS AND FRAMING CONNECTOR SCHEDULE Q ED , F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL 0 UPON SOIL COMPACTED TO A CONNECTORS MAY NOT BE COMBINED. USE ONLY SS FASTENERS WITH SS LL DENSITY OF MIN. 95%OF MODIFIED PROCTOR MAX MUM DRY DENSITY(ASTM-D SIMPSON USP i"' r- ■ • 1557) FOR A DEPTH OF AT LEAST TWO FEET(2')BE W THE BOTTOM OF THE CONNECTORS. USE ONLY ZINC-PLATED FASTENERS WITH ZINC-PLATED CONNECTOR A TERNATIVE FASTENERS �f Z Q W FOOTING. CONNECTORS. uJ E. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND H2.5A OR H2.5T RT A OR RT7 (5) 8d COMMON x 1-1/2" PER END L > > G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THI KNESS AS INDICATED ON THE PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE H8 RT 5 10d COMMON x 1-1/2'1 PER END (- DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE APOR BARRIER. SUCH SLABS MSR APPLICATIONS IS NECESSARY FOR CONTINUED O "" ❑ ❑ -- ❑ ENVIRONMENTS 0 MTS12 M 12 7 14d COMMON x 1-1/2 PER END SHALL BE REINFORCED WITH 6x6 W1.4x1.4 WWM L PPED 8"AT EDGES AND ENDS LONG-TERM SATISFACTORY PERFORMANCE. ( ) IN CONFORMANCE WITH ASTM-A 185, OR FIBER M H REINFORCEMENT SHALL BE HTS20 H 20 (12) 10d COMMON x 1-1/2" PER END Ll J 11. ❑ Ll USED WITH THE MINIMUM 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH (16) 16d SINKER x 3-1/4"TO TRUSS ASTM-C 116. MASONRY: lGT2 LU T2 (14) 16d SINKER x 3-1/4"TO PLATE/POST H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAN FREE OF DEBRIS AND OTHER DELETERIOUS MATERIAL. FILL SHALL BE COMPACTE TO A DENSITY OF AT LEAST TM LGT3 LU T3 (12j 1/4"x2-1/Z" SDS SCREWS TO TRUSS REVISIONS 95%OF MODIFIED PROCTOR MAXIMUM DRY DENS( (ASTM-D 1557). FILL SHALL A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/ S (26} 16d SINKER x 3-1/4"TO PLATE/POST __�, - BE TREATED WITH TERMITE POISON BEFORE SLAB I PLACED OR OTHER MEANS OF 402 MASONRY BUILDING CODE. B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD-BEARING LGT4 LU T4 (16) 1/4"x3" SDS SCREWS TO TRUSS PROTECTING STRUCTURE FROM WDO's MUST BE I STALLED AT LATER DATE. (30) 16d SINKER x 3-1/4"TO PLATE/POST - 1. WHERE SHOWN, CORES OF BLOCK MASONRY SHA! BE FILLED WITH COARSE CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT,WITH A GROUT OR PEA GRAVEL CONCRETE WITH THE MINI UM COMPRESSIVE STRENGTH MINIMUM COMPRESSION STRENGTH OF 2000 psi(F'm=1500 psi). CS22 RS (7) 8d OR (6) 10d COMMON x 1-1/2" PER END _ OF 2500 psi AT 2$ DAYS. C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. CS20 RS 50 (8) Sd OR (7) 10d COMMON x 1-1/2" PER END D J. MINIMUM CONCRETE COVER FOR REINFORCEMEN SHALL BE AS FOLLOWS: D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM CS18 RS 00 (11) 8d OR (9j 10d COMMON x 1�-1/2" PER END • CONCRETE CAST AGAINST EARTH- 3" 28 DAY COMPRESSIVE STRENGTH OF 3000 psi.. GROUT SHALL BE MIXED TO s H FATHER-11 PROVIDE A SLUMP BETWEEN 8"-11". CS16 RS 50 (16) 8d OR (14) 10d COMMON x 1-1/2" PER END DESIGNED BY: SDM FORMED CONCRETE EXPOSED TO EARTH OR /2 E. PROVIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL MSTA12 MS Al2 (5) 10d COMMON x 1-1/2" PER END • INTERIOR SLABS, WALLS- 3/4". PLANS UNLESS NOTED OTHERWISE. MSTA18 MS A18 (7) 10d COMMON x 1-1/2" PER END DRAWN BY: JCP I. REINFORCING STEEL SHALL CONFORM TO ASTM A6 5 GRADE 40 LONGITUDINAL F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR#4 BARS AND 25" REINFORCING IN WALLS AND FOOTINGS SHALL BEC NTINUOUS AT CORNERS AND MSTA24 MS A24 (9) 10d COMMON x 1-1/2" PER END _ CHECKED BY: BAM INTERSECTIONS. MATCHING CORNER BARS SHALL B USED. MINIMUM LAP OF FOR#5 BARS. ALL 90° HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR#4 AND 7-1/2" FOR#5 INTO FOOTING UNLESS NOTED OTHERWISE. MSTA36 MS A36 (13) 10d COMMON x 1-1/2„ PER END REINFORCING SHALL BE 25 FOR#5 BARS AND 20„ F DR#4 BARS. ALL 90° HOOKS G. ALL CMU TO BE RUNNING BOND CONSTRUCTION. MST48 KSTI Z48 (25) 16d COMMON x 3-1/2" PER END SHALL HAVE A MIN. BEND LENGTH OF 6" FOR#4 A ND 7-1/2" FOR#5 INTOH. BRICK VENEER TIES SHA!! BE N0. 9 U.S. GAGE WIRE OR N0. 22 U.S. GAGE x MST60 KTS 60 (34) 16d COMMON x 3-1/2" PER END JOB NUMBER FOOTING UNLESS NOTED OTHERWISE. 7/8" CORRUGATED AND SHALT. HAVE A HOOK EMBEDDED IN THE MORTAR J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT IMITED TO MIX DESIGN, JOINT. TIES SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND SP1 SP 22 (6) 10d COMMON x 3"TO STUD Li S 3 6 9 MIXING,TRANSPORTING, PLACING, REINFORCING D TAILING AND PLACING, VERTICALLY AND SHALL BE ATTACHED THROUGH THE WALL SHEATHING TO (4) 10d COMMON x 3"TO PLATE CURING, AND TESTING SHALL BE DONE IN ACCORDP NCE WITH THE REQUIREMENTS THE WALL STUDS. TIES SHALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS SP2 SP 24 (6) 10d COMMON x 3"TO STUD SHEET AND APPLICATION OF ACI 301, "SPECIFICATIONS FO STRUCTURAL CONCRETE". (6) 10d COMMON x 3"TO PLATE STEEL: ALLOWABLE SPANS FOR LINTELS (4) 10d COMMON x 1-1/2"TO STUD SUPPORTING MASONRY VENEER SSP (3) 10d COMMON x 1-1/2"TO DOUBLE PLATE A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDIIN G TO AISC "SPECIFICATION SIZE OF STEEL NO STORY ONE STORY TWO STORIES (1) 10d COMMON x 1-1/2"TO SINGLE PLATE FOR THE DESIGN, FABRICATION, AND ERECTION OF I TRUCTURAL STEEL ANGLE ABOVE ABOVE ABOVE (8) 10d COMMON x 1-1/2"TO STUD BUILDINGS". L3x3x1/4 6'-0" 4'-6" 3'-0" DSP (6) 10d COMMON x 1-1/2"TO DOUBLE PLATE OFFICE COPY PROJECT ENGINEER B. STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW: L4x3x1/4 8'-0" 6'-0" 4'-6" ( } " 0111111111111 " ", "' 2 10d COMMON x 1-1/2 TO SINGLE PLATE ` � ••.••• •. ,Q • PIPE-ASTM A53,TYPE E OR S, GR. B LSx3-1/2x5/16 10-0 8-0 6-0 9 10d COMMON x 1-1 2"TO STUD � P:• A M •;4� � • TUBE ASTM A500 ,� TSP LFT 6 O / „ REVIEWED FOR CGDE COMPUANCE �.` ,.��c E N SF•••��',� C. ALL BOLTS,ANCHOR BOLTS, AND THREADED RODS HALL BE ASTM F1554 GRADE L6x3-1/2x5/16 14-0 9-6 7-0 (6) 10d COMMON x 1-1/2 TO DOUBLE PLATE �: • CITY OF ATLANTIC BEACH • 36 UNLESS NOTED OTHERWISE. 2-6x3-1/2x5/16 20'-0" 12'-0" 9'-6" SPH4/6/8 SP H4/6/8 (12j 10d COMMON x 1-1/2"TOTAL SEE PERMITS FOR ADDITIONAL * • 010 D. HEX NUTS AND COUPLERS USED FOR BOLTS, ANCH R BOLTS, AND THREADED RODS NOTES: _ : Y URRAY SHALL BE LOW CARBON STEEL AND MEET OR EXCEE THE CAPACITY OF THE A34 MP 4 ($) 8d COMMON x 1-1/2"TOTAL AEQUIREAASIVT$AND CGNDITIC?NS a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4 !-o' L P 010 CORRESPONDING A36, SAE 1018 AND GRADE 2 BO 17S, ETC. HEX NUTS AND 00 b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION. LTP4 MP F (12) 8d COMMON x 1-1/2"TOTAL RE��NED BY. aJ� TE OF ; COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCH R BOLTS,AND THREADED c. CONTACT THIS OFFICE FOR OPENING PARAMETERS EXCEEDINGRID RODS-ASTM A449 OR SIMILAR SHALL BE HEAVY HEX ASTM A563 GRADE DH. E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN CCORDANCE WITH AWS D1.1. THOSE SHOWN. MEN BER CONNECTION DETAILS VERSION 3.3 DIAMETER IN 130D WE TRUST LENGTH 19" MIN. 1�36 1 "S HS ON HIGH O 0) L 'oo STRENGTH MODELSW O 00 N - M00 Irr .. _ ( HEAVY HEX NUT- - - - - - - - - -I- - -1I-- - - - - - -- - - - - - w °� FIXED IN PLACE ON 00 ( ( I I ALL SWSB-AB ANCHOR BOLTS < T _-- I — II I I �� r HEAVY HEX NUT � I r I I #3 HAIRPIN, PLATE WASHER GRADE 60 REBAR(MIN.) —.I I I( I I FIELD TIE AND SECURE DURING �''� HEAVY HEX NUT CONCRETE PLACEMENT. OVERLAP z VARIES WITH BOLT SPACING. W C7 z I I I SWSB-AB7/8x18 ANCHOR BOLT z �-- 1 I I I I 1'_3" 1 7/8" STANDARD STRENGTH U) ti I I I " I I ,_ SEE ARCH PLAN FOR CONCRETE SIMPSON ANCHOR BOLT. LENGTH HAIRPIN SHEAR REINFORCEMENT Wimm W D 00 I I 18 -9 7 -5 4 5 14 2 I I EXTENSION FOR COLUMNS, DICTATED BY CURB HEIGHT. CV NOT SHOWN HERE FOR W M CLARITY ANCHOR BOLT z Q ANCHOR REINFORCEMENT 0 "x p"x i I $ I I I I r _ C� � � 30 3 16 I 3 7 TEMPLATE WHEN SPECIFIED z . w/3-#4's I I I ► ( r N #3 HAIRPIN (#3 TIE SIMILAR). W Q � PROVIDE HAIRPIN oc / A ) BOTH WAYS — —} IL _ _ _ _ _ _ `�' t �-- REINFORCEMENT v f _ .._. —I L .. .. _ _4L' � _�� SEE TABLE.FOR REQUIRED � Z PER DETAIL B/FD1. \ QUANTITY. ❑ -17 I 0 ' m I I I 30 x30 x16 ( I $ 3 I I o a a a f i t I I w/3-#4 S I I ( I r I a a Z r I BOTH WAYS CO F T �I = 0 3 I a CV I I f I 30"x30"16" I I I I 1 Z Q Q I ( w/3-#4's M I I I Q _ r l0 18" 18" I BOTH WAYS N I I I I I 30"x30" FOOTING w/ LA U 9„ -; '_ " " 1111-8" I, LO SEE ARCH I 4 5 3 -10 ' I 36" SQUARE (3}#4's EACH WAY. HAIRPIN INSTALLATION SECTI N FOR I it 11 r I ( I I OD I ' I I w 4-#4's I I I ( (GARAGE CURB SHOWN.OTHER FOOTING TYPES SIMILAR.) I SL EPER I $ i L 3 BOTH WAYS I ( I I � — 4 I DE KING I ,I ER I I I l_ I I z CL _ -I r- _ A B ( I I( CO CRETE I i I I I I r` —I I I 24"x24"x16" ❑ Q wl 344's � r_ _. _ J �' I I I `� ^T ' ' BOTH WAYS p W I I FD1 FD1 � Ll 9" i - I I $ 0 I I ( I, I Z I I j I 30"x30"x16' ) �-' I I I 3 i 4 N I I I � W W I I i I w/3-#4 s 30"x30"x16" I ( 1'-0" I I I I I i LL I I I BOTH WAY I w/3-#4's I Iie 3 _ BOTH WAYS I I (i i rrnn W o -1 I ( r I II I rrnn M _t._.� I I _ -l 24 x24 x16 UJ LLj 1 -- - - - - - 30"x30N16" L_ J ( II i t - . all I r-_--------- -- --------- I I I - w/344s z Ld w/3+4'5 I I ( I� — BOTH WAYS L — —"' `" EXTEND 12"THICK FOOTING TO DEPTH ----------- BOTH � � r � Z WAYS I r I _ _ ( (I REQUIRED FOR FALSE COLUMNS. U Z Q PROVIDE#4's @ 8"o/c EACH WAY, I Z TYP. @ EACH COLUMN. En I Q ( I I J >- cL I I m I I I ill— SHEAR FOOTING, SEE DETAIL A/FD1. V NOTE:CAST-IN-PLACE ANCHOR BOLTS Z I( ' REQUIRED FOR SHEAR PANEL ABOVE. Z Z I I Q Q SWSB-AK12 TEMPLATE IS RECOMMENDED. Z (SEE SHEET FRI FOR SHEAR PANEL PLACEMENT W I 'I 30"x30"x16" I I 1 I I _ I, J � (� I w/3 #4 s I 1 I I L� 1 I-- — — — — — -l L- — — -- — -� �- — — — -- .-I I CO Q I I BOTH WAYS I, I ,I 9'-7'. 7._1" c _ I I h .r J L .._ J L _ _ J L I— r- . . J 0 I I r• $ I -- — — I SEE DETAIL 6/FDD Z r r =-� I I � . . Z @ GARAGE DOOR r I I L J I r OPENING I I Q �'— Q > :3 II I 0 ❑ ❑ 30"x30"x16" �-- --� I I — - - w 3-#4's L J l i I l i I I I U J l.L. I I l / BOTH WAYS ", ,, I ( II I I I I I I 7-4 7-4 II I I r _ I N I I I I I I REVIS O S I 11 I I I I� .L I I I I I - ' I it I I II I I I I I I CIT P -1 I I I I I 2 I $ -- ; ; 14 I I 3 11 � I � I � � � II I II I Ir I I 7 DESIGNED BY. SDM I DRAWN BY. JCP 11 I I I I I I I l_ .L . _ _ _ . _ - - ._._ — _ -- -- I I I CHECKED BY: BAM �-�=- --=---_ -_----=- ----—--= �-_ J I 20"x20"x16" I I I I ( JOB NUMBER --- — ------ w/2-#4 s 2 I — i i i i BOTH WAYS �!8 3 6 9 OFFICE I COPY SHEET -----J L--------J 2 FD I J C THIS P UST BE Q B S IT PROJECT ENGINEER E CH INSPECTIONNS all A. M No 4010 NOTE: TH S PLAN IS TO BE USED FOR NOTES: _ = R BRAY FOUNDATION :.�. FL o10 STRUCTURAL OUNDATION REQUIREMENTS 1 REFER TO DETAIL 2 REFER TO DETAIL 2/FDD 3 ALL FLATWOR CONTAINED WITHIN THE BEARING FOOTINGS 4 SAWCUT FLAT WORK IN 15'x15' S CERTAIN EMBED STRAPS 6 FOR CHASE PENETRATIONS OF INTERIOR OR EXTERIOR SEE SHEET FDD FOR - A •'�: PLAN AND IN RIOR BEARING FOOTING 1/FDD FOR ALL FOR ALL EXTERIOR SHOWN TO A 4 CONC. SLAB REINFORCED W/ EITHER 6x6 GRID, 1 DEEP WHILE CONCRETE REQUIRE ADDITIONAL FOOTINGS, DEEPEN THE FOOTING THE DEPTH OF THE ; .,4 0 R XoP,. LOCATIONS. EFER TO THE ARCHITECTURAL EXTERIOR PERIMETER PERIMETER FOOTINGS 10/10 WWM R FIBERMESH ON 6 MIL VAPOR BARRIER OVER IS WORKABLE (WITHIN 12 FOUNDATION PENETRATION. FOR CHASE PENETRATIONS OF FOUNDATION DETAILS '�' ssi SCALE: 1/4"=1'-0" PLAN OR SLAB DIMENSIONS. FOOTINGS. WITH CURB/PEANUT WALL. TERMITE TRE TED, CLEAN, COMPACTED FILL. HOURS OF PLACEMENT). REINFORCEMENT. STEMWALLS, GROUT SOLID AROUND CHASE. ��,,,t,►��``` M IN G ❑D WE TRUST A k CONCRETE CURB TO BE BUILT UP 0 OPTIONAL CONCRETE SILL TO BE TO FINISH FLOOR ELEVATION CENTER FOOTING ON LOAD BUILT UP TO FINISH LOOR „ (MAX HEIGHT=8"). BEARING WALL ABOVE. 6 MIN. N D Ci LO ELEVATION (MAX WI TH =6", 4" CONCRETE SLAB 4” CONCRETE SLAB w O co H. �+ai MAX HEIGHT=8"). 0 N o0 VARIES, SEE AR � � 8" MIN M ° '0t L IES ° a °� °a d 20" MAX. 8" MIN. ° a ' co GRADE ° ° i _ _ - o - 20" MAX. - Q - _ _ - - 4��VAR 12" MIN I I 1=1 it-i I I� /4�5 1 _ GRADE 45° � � � � � GRADE — 45° I I0 I IIIa ° ° '=1 I 1=12" MIN.{1=1 1=1 I Mi I I — _' - — _ _ _ = 1=1 I I _ _ _ _ _ = 1II—� = ° - 4" ONCRETE SLAB _I=1 i I=1 I I=1 I I{`i •� d I_ f I-1 I I-III 45 —I 11=1 11=1 -11 IE9 I I=11 112" MIN. i i ° — =1 I I=11 I=1 1112" MIN. p7l 1 = a� ,T-�� = -- 111='' -i►1lfl ��;��_�� III (II- 8" -�11 111 �� _�� rl 94 p8" T 0 ... III, .I I 1=1 ►I I — —I►►,— _ I — H o J ' —� CONTINUOUS 8" FOOTINGPAD FOOTING SHOWN CONTINUOUS FOOTING S FOLLOWS: -1 11=III 11-1 I i 11 I i I=iii i i-III= („) u- CONTINUOUS MONOLITHIC EXTERIOR I Z ' LL w/(1)#4 or#5 CONI. BEYOND FOR BEARING POSTS. 1-STORY: 16" WIDE w/( )#4 or(2)#5's OPTIONAL 8"x$" BRICK CONTINUOUS MONOLITHIC EXTERIOR OPTIONAL 8x8 BRICK SEE PLAN FOR SIZE AND 2-STORY: 20" WIDE w/( }#4 or(2)#5's LEDGE w/(1)#4 OR#5 FOOTING AS FOLLOWS: LEDGE W/(1)#4 OR#5 FOOTING AS FOLLOWS: 0 Z LOCATION. CONTINUOUS. 1-STORY: 12" WIDE w/(2)#4 or(2)#5's CONTINUOUS. 1-STORY: 12" WIDE w/(2)#4 or(2)#5's C _ 2-STORY: 16" WIDE w/(3)#4 or(2) #5's 2-STORY: 16" WIDE w/(3)#4 or(2)#5's Z LO CO D co MONO ITHIC PORCH EDGE DETAIL MONOLITHIC BEARING STEP OWN DETAIL MONOLITHIC EXT. FOOTING DETAIL w/ CURB MONOLITHIC EXT. FOOTING DETAIL w 0 N 4. 3 Z 1 w Q M OPTIONS: S EMWALL DETAIL 4 OPTIONS: STEMWALL DETAIL 3 OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10 OPTIONS: STEMWALL DETAIL 1 OR ELEVATED MONO DETAIL 9 ? C.7 � o z W ' w W 0 Z 1. 0 Z = a HEADER COURSE w/ Z 4" CONCRETE SLAB CHAIR BLOCK w/(1)#4 4" CONCRETE SLAB (1)#4 OR#5 CONT. 4" CONCRETE SLAB 0 OR#5 CONT. 111. 00 8" CMU w/#4 OR#5 VERTICALS @ EACH MAX PROJECTION OF CMU rj n- co CORNER, EACH SIDE OF EACH FOOTING ABOVE SLAB - 16" _ __ c� SEE DETAIL 1-STEMWALL - - -- VARIES, SEE ARCH.-T _I ELEVATION CHANGE AND 48"o/c CHAIR BLOCK w/(1)#4 I 1-1 '- T Q FOR WALL REQUIREMENTS a a i� 111=1 I I- ,� THEREAFTER. BEND MIN. 12" INTO HEADER 4" CONCRETE SLAB OR#5 CONT. i� I(1=1 11= = Q -= f-•—PAD FOOTING SHOWN - I(-1=- I - 8 CMU w/#4 OR 5 VERTICALS @ �b - 8 CMU w/#4 OR#5 VERTICALS @ E _ _ �+ -- - COURSE. GROUT REINFORCED CELLS SOLID. ° �� T J BEYOND FOR BEARING POSTS. -I I I-I I I=1I I - EACH CORNER, EA H SIDE OF EACH ° = EACH CORNER, EACH SIDE OF EACH If III=1 SEE PLAN FOR SIZE AND 1=)11 (I 1= �� =1 I 1=1 FOOTING ELEVATI N CHANGE AND III-1, FOOTING ELEVATION CHANGE AND r" V III=III= -III=III=III :�i 111=111= GRADE _ _ GRADE ii III=III= „ M GRADE _ 8+i I I-III_ LOCATION. III i - - I I-)I 48" o/c THEREAFT R. BEND MIN. - I 1=1 I I- - !1=1 I I- 48 o/c THEREAFTER. BEND MIN. �� — I—i _ -�— — 12 —I I �d -�_ —� 12 —I I-_ 12 —I; - a� I I Mi I —, a J I i 1= 12 INTO SLAB. G R UT I I ti I!1=1 I I-1 11=: °J I i I-i i i I I I=1 11=1 11=_ c J I I I=i 12 INTO SLAB. GROUT �/ _ i I=11 1111 I, I I 1=111_.MIN. 10 I I .a I I=1 11 1 I, I I I, III=1 I I.MIN. 10 I I I I=I I I 1 I-II1lI 11=111M1N, 10 11 _ -� I II I f -10 I I REINFORCED CELLS SOLID. - _ _ = REINFORCED CELLS SOLID. _ _ III; �-I ill; ;I _ III; _I III; A '=11I -►II III I► III Ii _'-1 I E1 I I- 1=1+ + VIII-i= -111=III- L Z FOLLOW DETAIL 1-STEMWALL REQUIREMENTS CONTINUOUS STRIP FOOTING FOLLOWS: =I I I_I I CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: =11=1 I CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: 1-STORY: 16"WIDE w/(2)#4 r(2)#5's 1-STORY: 16"WIDE w/(2)#4 or(2)#5`s 1-STORY: 16"WIDE w/(2)#4 or(2)#5's L ❑ 0 2-STORY: 20" WIDE w/(3)#4 r(2)#51s 2-STORY: 20" WIDE w/(3)#4 or (2)#5's 2-STORY: 20" WIDE w/(3) #4 or(2)#5's �- W (FOR BRICK VENEER,ADD 4"T FOOTING WIDTHS SHOWN) (FOR BRICK VENEER, ADD 4"TO FOOTING WIDTHS SHOWN) (FOR BRICK VENEER,ADD 4"TO FOOTING WIDTHS SHOWN) �"" v U U I Z STEMWALL PO CH EDGE DETAIL (MAX. 5 COURSES} STEMWALL BEARING STEP DOWN DETAIL STEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES) STEMWALL DETAIL (MAX. 5 EXPOSED COURSES) Q 3 � 1 � W OPTIONS: MONOLITHIC DETAIL 4 OPTIONS: MONOLITHIC DETAIL 3 OPTIONS: MONOLITHIC DETAIL 2 OR ELEVATED MONO DETAIL 10 OPTIONS: MONOLITHIC DETAIL 1 OR ELEVATED MONO DETAIL 9 W CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES 0 0 SES rrnn t� uJ ZL3 W �. ❑ I--" 0 Q 0 Z F rrnn Q Z 11,1 La Q _. Q 1",_ STEMWALL FOUNDATION UP MONOLITHIC Z Z TO 2-COURSES. FOUNDATION ❑ ❑ SLOPE FOR DRAINAGE OR � W 4 CONCRETE SLAB h O PROVIDE 3/4" RECESS. LOCATE ONE#4 OR ---� ` ' ° U d ° a STEP d.. #5 REBAR WITHIN a ° d 12 M 45°= ° •d °=1 I I=1 11= ° d ° 45 =1 I I ° a _ HATCHED AREA. 45 �'- � _---_= .+ -I 11=1 I 1=1 11M I I-1 I i l{STEP+ 201:III, I ��I I, 11 I(_{I I=i I I=t —f — - I=I i I '' � CONTINUOUS FOOTING AS FOLLOWS: -i 11-1 I I-i ;!I I-1 I I-I I l-I I( 1112 l I I(-III =111.=1 I 1=1 11= 1-STORY: 16" WIDE w/(2)#4 or(2)#5`s 2-STORY: 20" WIDE w/(3)#4 or(2)#5's CONTINUOUS FOOTING w/(1) (1) STHD14RJ @ EA. (1)STHD14 @ EA. END OF ❑ O J ❑ #4 or#5 CONT. END OF WALL WALL. IF GARAGE CURB J Q W EXCEEDS 8",USE STHDRJ's INTERIOR BEARING FOOTING DETAIL NON-BEARING STEP DOWN DETAIL THICKENED EDGE " GARAGE OPENING EMBED STRAP(S) @w` GARAGE OPENING DETAIL REvislolvs 7 6 DETAIL L t ONLY R ET S O REQUIRED WHEN SPECIFIED ON PLAN. _ FOR STEMWALLS OVER 2-COURSES OR MONO CURBS OVER 16",SEE DETAIL 11. DETAIL 11 MAY ALSO BE FOLLOWED IF EMBED IS NOT PROPERLY INSTALLED. DESIGNED BY: SDM FINISH LOOR ELEVATION - (1)#4 or#5 CONTINUOUS (1)#4 or#5 CONTINUOUS DRAWN BY: JCP EXPAN ON JOINT @ 3" FROM TOP. 6"MIN. CONCRETE CURB TO BE BUILT UP @ 3" FROM TOP. 4" CONCRETE SLAB CHECKED BY: BAM 11 ELEVATION OF POOL DECK ____ #4 or#5 VERTICALS @ '� TO FINISH FLOOR ELEVATION #4 or#5 VERTICALS @ EACH ° (MAX HEIGHT=30 ). 00, 4811o/c BEND INTO CORNER, EACH SIDE OF ELEVATION a=aa�o 11 FOOTING & LAPPED 6" iI 4" CONCRETE SLAB CHANGE, &48" o/c THEREAFTER. i+ JOB NUMBER 11 II ° It p11 MIN. Q�� ° �, r- I I I�,�� co WITH UPPER STEEL. BEND MIN. 12 INTO SLAB. 8 48" MAX. I I I I=' J 8 3 6 9 ° d ° as ° 11=i THIS P ST BE MSTCM40 w/(14) r _ _ 1/4"x2-1/4" TITENS TO _ - - - 1� ° ° - _ -DESIGN BY BY OTHERS GRADE- - - - - ° ° -45 'I I,�,I I I��I I(� GRADE__ - � I I-� ON SITE SHEET POOL D CMU/FOOTING AND 26 =1 I I=1 II I i I I-111 G+ d — I- ( ) 12" MIN. I I a IL_= -11 I—I 11=11112" MIN. I I— °i I I=1 III- 8 -� I=1 11=� -� i=� I I l �-p EA INSPECTION ° r=, , 11 I►I ° ° 45 16d SINKERS TO FRAME. _,- -1111- - _ TYPICAL LOAD BEARING -1 I I=1 I I I I=1 11= I I=1 III=1 I I I I=1 11= I =1 FOOTING, STEMWALL OPTIONAL 8"x8" BRICK CONTINUOUS MONOLITHIC EXTERIOR OPTIONAL 8"x8' BRICK CONTINUOUS MONOLITHIC EXTERIOR SHOWN, MONOLITHIC LEDGE w/(1)#4 OR#5 FOOTING AS FOLLOWS: LEDGE W/(1)#4 OR#5 FOOTING AS FOLLOWS: �2 APPLIES AS WELL. CONTINUOUS. 1-STORY: 12"WIDE w/(2)#4 or(2)#5's CONTINUOUS. 1-STORY: 12" WIDE w/(2)#4 or (2)#5's PROJECT ENGINEER 2-STORY: 16" WIDE w/(3)#4 or(2)#5's 2-STORY: 16" WIDE w/(3)#4 or(2)#5's `` 11Al111111 ,', E N•v'4'Q��"i TYP. F OTING IN PROXIMITY TO POOL OPTION TO EMBED STRAP MONO DETAIL w/ ELEVATED CURB ELEVATED MONOLITHIC EXT. FOOTING DETAIL :�'� • S� ••�� 0 010 • I PP IE T AL PROJECTS WHERE FOOTING DETAIL TO BE USED WHEN NEEDED AS REFERENCE TO DETAIL 5 10 ; * Y * =_ THIS DETAIL PPLIES O L _ � URRAY . IS IN PROM ITYTO POOL. -0 010 i 0• OFFICE COPY . lllil ROOF SHEATHING , I. PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS INTERIOR ZONES END ZONES SIZE ZONES 1&2 ZONE 3 IN G ❑ D WE TRUST 8d RING SHANK 8d RING SHANK a EDGE FIELD EDGE FIELD PERPENDICULAR 1 7/16" 6" ojc 12" o/c 4" o/c 4" o/c 2x JOISTS PER PLAN FLOOR TRUSSES Q CN 0 WALL SHEATHING N o ,! ■■�■■�■■ 0000■ --- 2plV 2x6 cM 4 ■ ---- ---- JACK POST. z 00 ---- --------------------------- - ------------------ SIZE SW 8d COMMON 0 Q (2)2x4-1/1 (2)2x4-1/ (2)2 4-1/1 (2)2x4-1/ I -_--111 -_-_ ■,�■■ ■■■■■■■ CALLOUT _0 --_ GYPSUM WALL/CEILING ---------- --- --- - ■ EDGE FIELD PORCH SHEATHING PER PLAN BOARD. SW6 6" o/c 12" o/c u ' ■i i i cn i iFmm-1/2-CONTINIJOUfli1 (2)2xi-1/1 i Ill 7/16 SW4 4" o/c 12" o/c U L Q ` n { �\ 1 ■ HEADERS PER PLAN. SW3 „ z LL ■I II � �hli 3 c _. 0 m 1111 I ■ 7/16 RATED SHEATHING of 12 o/c I : __-_-_ I I I I I I ■ 2x WALL STUDS PER PLAN. Ll.l Q - III _ ATTACHED TO EACH PLATE 1. EXTERIOR STUCCO FINISH REQUIRES Z it z o �I� --- I■ (TOP& BOTTOM ) w/$d ONE OF THE FOLLOWING: Z E- r- I O w - N I ■ NAILS @ 6" o/c. a. 7/16" SHEATHING GRADE ORIENTED -' W rte.. 'tSWX" 2ply 2x6 I 11 u w � `-i 11 I I■ �/ SEE DETAIL JACK POST. I I , WITH THE LONG DIMENSION r, X I 7/16 RATED SHEATHING j,J E/FR3 I II ---_ n ; Ii j ATTACHED TO EACH PLATE PERPENDICULAR TO THE WALL STUDS. Ll.l C� N :) c'% I x -- ---- ] ~' (INSIDE &OUT) w/8d NAILS b. 15/32" SHEATHING GRADE. z < c 44 - --------- - -- ----- i C. 7/16" STRUCTURAL 1 GRADE. I fl ------ -------- I I - II ! I I I I 2. ALL EXTERIOR WALLS NOT LABELED Z Ar I °X° I I I �X' 1 TO BE CONSIDERED SW6. W ' i N DETAIL A/FRI W Lu (2)2x6-1/ I i � I I I � �\ -- Z 6x6#2SYP PT POST -I -- _- __ , POCKET S.G . D. HDR DETAIL WINDOW SILL/HEAD ° BM w 1 I �, I I I SW3 , I I 1 1 - EAD Z @ j O --� '' S 3 1 1 I SEE DETAIL B FRD i i I I I w i i i ATTACHMENT O ABU66 @BASE. I __ II -j L-------------I L_ L i C I I I Z �l JILM m I I i i OPENING WIDTH ATTACHMENT Z I I 00 - -L ----- CONY. ROOF FRAMING NOTES 0-7 M .1310'��TOENAILS I III cn W I I -----_ I 7-11 (6) .1310'TOENAILS N III x, I I �� ----- N I • ALL MATERIAL#2 SYP 11-16 (2) A34's Q Ln I ! --__ I I • ATTACH EACH RAFTER TO 2 Q I I I i � .� -' �, I BALLOON FRAME TWO-STORY � 0 X I I WALL w/2ply 2x6#2 SPF RIDGE/HIP RIDGE/1lALLEY w/ HEADERS v I N t II QUANTITY OF .131x3"TOENAILS 111 f t I I STUDS @ 12 o/c. II II I I I I SHOWN BELOW J t t I 0000 2x6- (5) (2)2x6-1/2 I I! I I •••• 2x8- 7 �r QII SII I M I � ( ) � =1 I III I N I I •••• 2x10-(9) #OF PLIES LNUMBER OF KING • I I 2x12 - (11) NOMINAL SIZE OF STUDS EACH SIDEz c� .�+ 0000 (--I I iiil t 2 2x12-1/1 I 3 2x12-3/1 --- --- -I • 2x6#2 SYP COLLAR TIES @ 48"o/c D I IIII I w O I O --- - w 5 .131x3" NAILS PER END OR HEADER (#2 SYP) (RAISED HDR IF m I = A I 4x4#2 SYP PT POST /O NUMBER OF JACK LABELED111151)". O ❑ @ PORCH HDR w/ (1) MSTA24 RAFTER TO RAFTERSIDE .._ W I I I liI I I W ' F R 1 -------------- I ---- ----------------------------------------------------------- --------- I (2)2 L I I STUDS EACH I I I I Z m 11 11 I I I (1)ABU44 @ BASE. OVER AND CENTERED ON RIDGE �..� I t I I I • ALL OVERFRAMING TO BE BRACED U -- , IAI TO ROOF BELOW PER DETAIL STUD WALL LEGEND L1, , - , , h , , BEAM SCHEDULEB I IIIAI t I I I III ( F/FRD Z X =2X4#2 SPF @ 16" o/c. Q • INDICATES DIRECTION OF RAFTERS � W i "' • BM2 2ply 1-3/4"x16" LVL(2.OE) FR2 (IIII N I I II I cv I I W I ul1 t ► ! N 4 N I� I .. I I • BM2 2ply 1-3/4"x18" LVL(2.OE) =2x4#2 SPF 12" O/C. IIIIII i f I 11 I @m I i W = 2x6#2 SPF 16" o/c. rrnn Q I I I ® @ �n uJ _ U I o u- ------------- -- --------- i ® = 2x6#2 SPF @ 24" o/c. Z 4x4#2 SYP PT POST IMPORTANT NOTE: HEADER II-I MUST BE ` 6x6#2 SYP PT POST -__--_____ w II �� II I _ @ BM w/(1) --- --- - 2ply 2x6 POST I �� I 1 I - --- -- @ PORCH HDR w/ i_ 129% CUT FROM DEEPER BEAMS,TO =2x8#2 SPF @ 16 o/c. ❑ 1 ABU44 @ BASE. SWSB12x8 SIMPSON ABU66 @BASE. � � � I � = OTHER, SEE PLAN � Z (3) x12-2/ �, _____ @GIRDER. ,� I ACCOMODATE SHEARWAIL PANft.HEIGHT. i _-- I PORTAL SHEAR PANELS I I z (4-PANELS TOTAL,SEE I _ BALLOON FRAME TWO-STORY I � _ FRAME BREEZEWAY ROOF w I [Q tJ / NON-BEARING Q 2x6 RAFTER's & CEILING JOISTS DETAIL S/FR3). COLUMNS,TRUSSES END-ZONES WALL w/2 2x6#2 SPF I I *( KINGS UDS f �, I ► I it Ln �, �-+ I 24 o c w 2x8 RIDGE. Y STUDS @ 12110%. I 1 = IS SID OF ! �„ I I •, I t I @ / / SEE OPTION 2, DETAIL B/FRD FOR I CANTILEVER. 1- Z Q © PENIN I -� I BLOCKING PANELS REQUIRED y CORNERS IDENTIFIED& ` Q z ! _ ► I cv Ii t i ABOVE EXT RIOR ALL. I ■■■ ■■ 16 2ply 2x6 POST I I N It I I DIMENSIONED INDICATE ❑ CL I z i @ GIRDER. I � WALLS SEGMENTS WHERE ■ W 2ply 2x6 I I o0 __-1 L---_----_ 2ply x P I 1 I I+ I 1 c I I I I I I END-ZONE PRESSURES SHALL ■ ❑ I I ,�11 .MEMO ■M■ I ■■■ ■■■ 5'-$" -I rrnn JACK POST. 1 i x ------ @ GIRDER. I N ■ _ __ _ _ _ - _ -- - APPLY TO COMPONENTS & ■ cj U 1 V-+ ■ _ - - -- - - _ -- --- --- -- - _ -- -- - - - CLADDING. ALL OTHER AREAS Q M Ll 1 00 - - �' ■ MAY USE INTERIOR-ZONE I X ` I �, ■ I (1) -1/2" 12" PS O 3-1j2 x12" P L 1 3-1/!"x12" SL p I I � o I I t � ■ I ) I� ■ PRESSURES I n m N I ■ I 1, FOR rn I _ __ I ____ __ ■ { I; ■ COMPONENTS&CLADDING. u! Z -----_------ --- ■ I GA GED OR D. . G RAGErOR P. ARAG DOOR .P. li,� ,� I I I I v LUS2 1.1/ 26.5 +20.922.9 +21. /-26. i �' ❑ ❑ _„� swx I I HGR ■, �I ,; ■ COMPONENTS & CLADDING SEE DETAIL - -- ----------- ----------- ------- Ihi 111 II I X I 1 � s; ■ � .�I IL 0 LL E/FR3 - --------- -- , �---- N 11�I II III I, PRESSURES ... , ^ 2)2x6-RSD ' N I; LUS210-2 71 ,-,2x12 ____ -- i'! I WINDOW AND DOOR ------------------ - ----- I HGR. I I II I - _ O I,I I REVISIONS - ---- -- - ----- , n , , _ _ DESIGN PRESSURES 11 1 v' I I I I 2}x6.1/2 i i z -tl I III N I I-- -- _ � H _ II O i i N v I I I I SHEATH R CH X I I r- -_ _ J I z l OPENING SIZE OR INTERIOR END 1 = I I ' �` II '" I __ ^ I I I 11 1 2ply 2x6 TRIBUTARY AREA IN ZONES ZONES _ I l t l Z C/FRD, OPT. 3 I ■ I I I I I ` II I JACK POST. SQUARE FEET (+) (-) (+) (-) 2ply 2x6 i 1 1l O i E _____ I I I i i i ! I i i, I 0-20 24.6 26.7 24.6 33.0 JACK POST. N ----- -- ---- u I 1 I N 11 I 21-50 23.6 25.7 23.6 30.9 V-4 cr.w 11 I �� I I I I I I LA ER FRA B EEN RUSS y I 51-100 22.1 24.2 22.1 28.0X u II I , I I IIIvo- I t I I I DESIGNED BY: SDM ■I I I I I I I I I 11 1 ■ I i i TO BOTTOM SHO DS w/ x4#2 i 101-200 20.9 22.9 20.9 25.7 ■I I II I I (2)2x4-1/1 I ■ I I v, I 1 SYP ISTS @ 2 o/ w/(3) .131x3 1 201-500 19.-8121.9 19.8 23.4 DRAWN BY: JCP w u-- I �X\ I I t I _ _ TOENA SP END. I >500 18.4 20.4 18.4 20.4 H ------__,- ----- - _ ■ ---- I 1 DDER RA BETWEE TRU ■ CHECKED BY: BAM "SWX" i (2) x4-1/1 (2)2x4-1/1 (2)2x4- /1 I I MEMO ■■■■■■■.0 I r i i T P/BO OM HORDS w 2x6 1 ■ SEE DETAIL ■ L----- -- --- -- - ---- ------ ------ I I I SY JOIST @2 " o/c w/(50.13113" E/FR3 ■EM■EO-��■ ---- --- I 5; PFR ;:mr: 6x6#2 SYP PT POST ■ I I ■ JOB NUMBER _---- @ PORCH HDR wj I ------ I 1 �� i i ;,!ply POS I 1 ABU66 BASE. I I ■ J 8 3 6 9 O °@ i I I @ GI ER. (2)2 8-1/2- ONTIN OUS _ ___ ___ _-- - OFFICE COPY I , - --- -- ----- _ ■ --- --- ----- I I I - -- - - - --_ SHEET II I I I----------- ----------------� - - - - - I I I BALLOON FRAME TWO-STORY IiMMM■■M■■■M■■ ■MM MME MEM '! --_--_-J L------_- WALL w/2ply 2x6#2 SPF 2ply 2x6 2ply 2x6 STUDS @ 12"o/c. JACK POST. JACK POST. CONTINUOUS TO UNDERSIDE COPY OF RAFTERS. THIS PLA B►E �� Tc � PROJECT ENGINEER G t%%111111111111 N. 44 EA H INSst L 0 RPECTIO ��`yPN,,0000,.U,Q 4 . . �- 10 ;B AN URRAY w: F '6.4010 FRAMING PLAN = . 14/ O SCALE: 1/4"=1'41 iii''` ''••0 R>`••• 1 1 /6/ 15 ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS INTERIOR ZONES END ZONES SIZE ZONES 1& 2 ZONE 3 IN 130D WE TRUST 8d RING SHANK 8d RING SHANK EDGE FIELD EDGE FIELD 7/1611 6" o/c 12" % 4" o/c 4" o/c CD L WALL SHEATHING N o ATTACH TRUSS TO M 4 LEDGER w/(4) 1 0- 2x6#2 SYP LEDGER 131"x3" TOENAILS. 00 ATTACHED TO EACH SIZE SW 2 8d COMMON O Q INTERSECTING WALL CALLOUT a p SEE DORMER STUD w/(3)#8x3" EDGE FIELD DETAIL D/FR3 SEE DORMERO . WOOD SCREWS. 1 SW6 6" o/c 12" o/c O J ' DETAIL D/FR3 7/16" SW4 4" o/c 12" o/c V LL. s SW3 3" o/c 12" o/c z ' LL EXTERIOR WALL W x I I I y y 1L ATTACH BOTTOM OF1. EXTERIOR STUCCO FINISH REQUIRES 0 Z 1y y I II ONE OF THE FOLLOWING: Z - N x TRUSS TO LEDGER w/ I- t j N a. 7/16" SHEATHING GRADE ORIENTED U) I` (1) LU26 HANGER. •-- WITH THE LONG DIMENSION W 0 N PERPENDICULAR TO THE WALL STUDS. b. 15/32" SHEATHING GRADE. W = M DETAIL B/FR2 z Q c c. 7/16 STRUCTURAL 1 GRADE. o 2. ALL EXTERIOR WALLS NOT LABELED Z TO BE CONSIDERED SW6. W ' --- z------------ J I I I I I x6 POST 1 ! WINDOWSILL HEAD z = ATTACHMENT - � CL TTTTTT II I L "27OPENING WIDTH ATTACHMENT 0 i__ m 0-7' (4) .131x3"TOENAILS 00 i i i I I N 1 7'-11' 6 .131x3"TOENAILS a- N _J BALLOON FRAME TWO-STORY f O 2 �# WALL w/2�2x6#2 SPF 11-16 (2)A34 S = Q 11+i i i r I STUDS @ 12"o/c. HEADERS U-) v i II+I (2)2x6-1/2 MA II I X ! it d 1111 j 1 1 II � II M1 -- (3j2x12- 1 i oc II �I #OF PLIES NUMBER OF KINGFu ■ f _ MI - - L_ ____ ___ --- -_- _-_ _-- --_ -- i� NOMINAL SIZE OF STUDS EACH SIDE I O Jill11 I I I I =__ _ ► I I HEADER (#2 SYP) (RAISED HDR IF I z 11 I O 1 I I I NUMBER OF JACK LABELED "RSD 1 STUDS EACH SIDE I I JACK STUDS. z I I 1 i W II ------------------ ------ -- ---- f I cj i --- --_= i I - 2-2X6--- i+ i I N I i JACK POST. I' STUD WALL LEGEND U II ] z Ii II I I ---U 1 1 tp II I I 0 =2x4#2 SPF @ 16" a/c. n/ w N 1 I I LL L IJ ii I I { i I i i N 1 ► it ® =2x4#2 SPF @ 12" o/c. �.• 0 II II I v I 1 i� I I !I ��1 In I I I I I f3__ I I 11 ® =2x6#2 SPF @ 16" o/c. In f-n ------ 1 I II uJ -___`� 1 i _ � ® =2x6#2 SPF @ 24" o/c. Z cj _ LTJ ' =2x8#2 SPF @ 16o/c. VN/ to ❑ 1 Z! t - _-_ I 11 - -- __- _- u = OTHER, SEE PLAN M uc __ r, r --- -- --- -� Q --� �� ` I I I I I I �"� tt on I ► I I I I INSTALL 2ply 2x4#Z SYP 1P PLATE u J I x 11 v I I _ SEE DORMER DETAIL SEE DORMER DETAIL F TRUSS BELOW END-ZONES Z I Hc� 11 X I I ES I u 1 I I I I I D/FR3 D/FR3 FOR UPPER ROOF TRUSS SUPPORT. Z Q rl _' I I N i 2ply 2x6 POST i 1 CORNERS IDENTIFIED& ■ ■ ■■1 < < Z ■J 1 I I I I i =__ DIMENSIONED INDICATE ❑ 0. BALLOON FRAME TWO __J L --------- ------- --- --_----- --_--_-_ --- -------------------- WALLS SEGMENTS WHERE ■ W ----------------- ______� �-_------------- r _ _ WALLw/2p1y2x6#25PF ----------------- ------ ------- 0 0 - i i - END-ZONE PRESSURES SHALL S'-8" -� ❑ --------------------- I STUDS @ 1211o/c. _ APPLY TO COMPONENTS& M L1 ------ - -- - -- - - -- - CLADDING. ALt OTHER AREAS ■ Q t W I ki I I + MAY USE INTERIOR-ZONE I-- r-- � ______ _ ' j+ PRESSURES FOR COMPONENTS &CLADDING. ■ . Z 1 f F(2)2x4-1/21 ❑ o .� --- 1 COMPONENTS & CLADDING l j CL Q LL I PRESSURES LADDER FRAME BETWEEN GIRDER WINDOW AND DOOR TRUSS TOP CHORD &WALL TOP i REVISIONS PLATE w/2x6#2 SYP RAFTERS @ 24" I DESIGN PRESSURES rq o/c w/(5) .131x3"TOENAILS PER 1 OPENING SIZE OR INTERIOR END I 1 END. ! i 1 TRIBUTARY AREA IN ZONES ZONES cX 11 i ! 4 SQUARE FEET N LADDER FRAIV E B EEN RUSS 1 0-20 24.6 26.7 24.6 33.0 - N TOP HORDS w 2x6#2 SYP F AFTER! I M 21-50 23.6 25.7 23.6 30.9 SEE DORMER BALLOON FRAME TWO-STORY @ 24" o/c w/ ) .13 x3"TO NAILS 51-100 22.1 24.2 22.1 28.0 P END. DESIGNED BY: SDM DETAIL D/FR3 WALL w/2ply 2x6#2 SPF I 101-200 20.9 22.9 20.9 25.7 STUDS @ 12"o/c. 4 201-500 19.8 121.9 19.8 23.4 DRAWN BY: JCP > 500 18.4 20.4 18.4 20.4 -- --- - ---- -- --- --- -- ----- -- --- --- --- ---� y CHECKED BY: BAM 1 i JOB NUMBER LJ LJ8369 OFFICE COPY SHEET INSTALL 2ply 2x4#2 SYP TOP PLATE ON VERTICAL LEGS OF TRUSS BELOW 2nd FOR UPPER ROOF TRUSS SUPPORT. co THIS P Si' BE PROJECT ENGINEER OB SI FOR ��,L%11111111,,11 EACH INSPEC N%0'11 A:,.MV��,� :• 4010 URRAY • 010 ; FRAMING PLAN S TE 0141 SCALE. 1/4"=V-01' S [Nrm ❑ WETRUST 0*) 0 �.._ N 0000 M ' tet' 0o (2) CS16's FROM WALL CORNER ONTO WINDOW HEADER MIN 16". FILL 1 ALL NAIL HOLES. j 2x6 BLOCKING AT ROOF DECK. TRUSSES OR 2x6#2 SYP ATTACH WEB SHEATHING TO RAFTERS @ 24"o/c 2x4#2 SYP Z z BLOCKING w/3" o/c 8d NAILS. BEYOND. ATTACH TO OUTLOOKERS @ ' �- ATTACH ROOF DECK TO 24" o/c w/(1) H2.5 TOP PLATE w/(1) H2.5. (� LL! SHEATHING w/8d BRACE DOWN TO ROOF TO TOP PLATE. ° z Z RING-SHANK NAILS @ 3" o/c. TRUSSES BELOW PER LO2ply 2x4#2 SYP 07 CONTINUOUS . � DETAIL F/FRD00 �(,J TOP PLATE. PLACE HEADER @ W TOP OF OPENING. Z Q ^ ROOF SHEATHING HEADER HEIGHT ~ 0 16" RATED SHEATHINGPER SCHEDULE. Z TTACHED TO TRUSS 2x4 2 SPF STUDS @ 24" ERTICAL AND BLOCKING o/c. ATTACH EVERY OTHER ATTACH WALL /3" o/c EDGE AND 12" STU TO TOP PLATE w/(1) 2x4#2 SPF BLOCKING SHEATHING TO FRAMING �Q z d NAILING. SPH or(1) H8 AND TO (WHERE APPLICABLE) @EACH w/3"o/c EDGE i 12110/cE— 0 cFIELD 8 2x6 BLOCKING @TOP PLATE. BLO KING BELOW w/(1) WALL STUD ABOVE. ATTACH FIELD 8d NAILING. Z � ATTACH WEB SHEATHING TO MT 12. SHEATH WALL PER TO EACH ADJACENT TRUSS 2ply 2x6 @SILL � BLOCKING w/8d NAILS@ 3" SCH DULE. TOP CHORD w/(3) .131x3" HEIGHT a- . I- o/c. ATTACH BLOCKING TO TOENAILS. ZO � TOP PLATE BELOW w/.131x3" 2ply 2x6 SILL 00 2x4#2 SPF STUDS @ 24 o/c. ATTACH NAILS @ 3 o/c. 2x4#2 SPF BLOCKING EVERY OTHER STUD TO TOP PLATE w/ ° . 04 BENEATH END WALL (1) H8 AND TO BLOCKINGITOP CHORD ° ATTACH TO EACHBELOW wj 1 MTS12. SHEATH WALL r Q ADJACENT TRUSS TOP PER SCHEDULE. BEGIN STRAPPING @Q ti 7/16" RATED CHORD w/(3) .131x3" 3rd STUD FROM CORNER. (2) CS16's FROM WALL L V SHEATHING ATTACHED TOENAILS. CORNER ONTO WINDOW � w/3" o/c EDGE AND 12" SILL MIN 16". FILL ALL o/c FIELD 8d NAILING. DORMER DETAIL D NAIL HOLES. SWX DETAIL C/FR3 z � DETAIL E SWX DETAIL 00 -- w U v C� z Q � w w U] m C.] ul Z DOUBLE TOP PLA E WALL w ..� FRAMING ATTAC14 EACH PLY 0 w/ .131x3" NAILS @ 3" o/c. 0 Z rn Z u.i Y ` J Q Z RECOMMEND OFFSETTING r Z MIN. �„ K TzAVOID Z SCREWS FRONT TO BAC O HEADER Q '� •.I as to HEADER as � � INTERFERENCE Cp w „ 3 :3 A o CL (6) 1/4 x 6 /4„ SDS SCREWS, PROVIDED j Urrnn U A CO z (4) PORTAL STRAPS (2 PER SIDE), PROVIDED. ' SWSB12x8 BODY. FOLLOWED FIELD INSTALLED WITH 0.148”x 2 3/8" NAILS ATTACHMENTS AS SHOWN . . Z (MIN. SIZE) ON END SWSB. UTILITY CHASE PRIOR TO PLACING ADJACENT z • n n u o T DS OR PANELS TIGHTEN " " " " J 0 0 LLS U u l u u OPTIONAL 7/8" MAX. THE SLOTTED HOLDOWN OSB SHIM,AS REQUIRED NUTS. 11/" MINIMUM CLEAR SWSB12x8 BODY 3" MIN. AT EDGE SPACE FROM THE SIDE IS • 1/" MIN. REQUIRED TO ACCESS NUTS AT CHASE 13/8" OC. MIN. REVISIONS AND WASHERS. _ v L .. HOLDOWN BRACKET SEE FOUNDATION PLAN A INSTALL AT AN ANGLE THAT :: HOLDOWN NUT :: DO NOT INSTALL SCREWS IN PREVENTS SCREWS FROM _ ... r HOLDOWN WASHER , CENTER ELECTRICAL CHASE EXITING SIDES OF TOP PLATES • .. FROM EITHER SIDE. OR HEADER 8 a ° v a a DESIGNED BY: SDM :dQ .4 TIE OR HAIRPIN v v d ' ;a SECTION A-A DRAWN BY: JCP WHEN REQUIRED ° a e a a o OPTION A SCREW INSTALLATION v CHECKED BY: BAM v v. ° d v . d Q JOB NUMBER J8369 DETAILS/FR3 STRONG-TIE STRONG WALL SB SHEARWALL) SHEET OFFICE COPY PROJECT ENGINEER t%%J11111►►►i1! A. A4 jj �...••\C E Nco S'•..Q.y�i� No 0 THIS P ST BE NA FLP 010 ' •4 �- ON SITE • • E H INSPECTION [" 0 1 1 /6/ 15 NAIL ROOFSATHING -NAIL ROOF NAIL ROOF NAIL ROOF TO TOP CHO OF SHEATHING TO TOP SHEATHING TO SHEATHING TO <4 TRUSS w/8d AILS @ CHORD OF TRUSS w/ TOP CHORD OF TOP CHORD OF ATTACH SHEATHING TRUSS w/8d TRUSS w/8d TO BLOCKING WITH ROOF SYSTEM ROOF SYSTEM 3" o/c. 8d NAILS @ 3 o/c. �� I I 11 I I 11 NAILS @ 3 o/c. I I NAILS @ 3 o/c. o/c 8d EDGE 2x4#2 SYP ROOF SHEATHING - 2x#2 SYP I I I NAILING SPECIFIE BLOCKING. (SEE FR SHEETS) ENGINEERED II 11 CONTINUOUS FROM 11 II ROOF SHEATHING IN 1313 D WE TRUST F TRUSS. I I ENGINEERED I TOP PLATE Of ENGINEERED -�� 7/16" THICK(MIN.) ENGINEERED ON PLAN. ROOF I I I I �_,,,, ROOF TRUSS. (SEE FR SHEETS) ATTACH EAC BRACE ROOF TRUSS. I I SHEATHED-WALL TO ROOF TRUSS. i I SHEATHING TO TOP/SILL LATE w/ I 11 ATTACHED TO I (4} .131x3 NILS. ADJACENT TRUSS. 2x4#2 SYP NAILER I I NAILER,TOP PLATE CN 0 ATTACH EACH I I I I 2x MUST MATCH OR ATTACHED TO I I i I TOP PLATE (SEE NOTE A TOP PLATE TOP PLATE (SEE NOTE A TOP PLATE a 0) LO I EXCEED LENGTH OF AND BLOCKING w/ ATTACH SHEATHING FOR STUCCO W O 00 BRACE TO EACH I r---2x4#2 SPF LE GER NAIL TRUSS TRUSS BOTTOM t� 8d NAILS @ 3"o/c. FOR ADDITIONAL FOR ADDITIONAL TRUSS BOTTOM ATTACHED T TRUSS BOTTOM CHORD SHEATHED-WALL. CHORD w/.131x3 TO UPPER TOP FINISH: PROVIDE NAILING REQUIREMENTS NAILING REQUIREMENTS ~ M ��'. CHORD w/(3) I I w/(4) .131x3 NAILS @ TO 2x BLOCKING -NAIL 2x BLOCKING TO NAILS @ 3" o/c. ATTACH B.C. OF PLATE WITH o/c 8d 2xBLOCKING@ AT SW3/SW4 SHEAR AT SW3/SW4 SHEAR r- .131x3"TOENAILS. EACH INTERS CTING w/.131x3" NAILS TOP PLATE w/.131x3" TRUSS TO TOP EDGE NAILING 16 o/c FOR 15/32 WALLS) WALLS) Q o0 TRUSS MEM ER. USE @ 3" o/c. NAILS @ 3" o/c. PLATE w/.131x3 SPECIFIED ON PLAN. SHEATHING 0 2x4#2 SYP BRACES WHEN BOTT M TOENAILS @ 3 o/c. APPLIED a. O @ INTERIOR WALL EXTERIOR WALL INTERIOR WALL 12" o c ALONG WALL CHORDS ADJ CENT TO 11.25" MAX. VERTICALLY. / 16" MAX. EXTERIOR WALL STUDS-SEE STUDS-SEE STUDS-SEE 0 0 LENGTH. WALL ARE AT STUDS-SEE FRAMING PLAN FRAMING PLAN FRAMING PLAN „J ' DIFFERING HEIGHTS. FRAMING PIAN FOR SIZE FOR SIZE FOR SIZE U LL WALL SHEATHING FOR SIZE WALL SHEATHING Z ' LL OPTION#1 OPTION#2 OPTION#3 OPTION #4 OPTION#5 SEE FR SHEETS) (SEE FR SHEETS) FLOOR SHEATHING LV TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO EXTERIOR WALL- HIGH HEEL ( OVER ADHESIVE SHEATHED WALL TIE-IN TRUS DIRECTLY ABOVE WALL HEEL GREATER THAN 6" IN HEIGHT Z PARALLEL EACH SIDE(PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS Z L j SHOE PLATE SHOE PLATE SHOE PLATE SHOE PLATE ❑ 0~0 w 0 c1 A/FRD SHEATHED WALL TIE-IN ETAI LS (ROOF TRUSSES) - - - W -�-`�-- FOUNDATION -SEE FD SHEETS Z � 2x4 PLANK ORIENTED TOP PLATE TOP PLATE NAIL FLOOR HEATHING NAIL FLOOR BRACES @ 48 o/c. _ Z `I TO TOP CH D OF ATTACH FLOOR SHEATHING TO TOP ATTACH TO TOP CHORDS 1 STO RY WALL SECTION W TRUSS w/1 NAILS @ SHEATHING TO 2x4#2 SYP CHORD OF FLOOR w/(4) 10d TOENAILS) p Z 311 o/c. PANEL EDGE BLOCKING TRUSS w/10dFLOOR SYSTEM WITH 10d NAILS @ 3"o/c. ATTACH FLOOR NAILS @ 3" /o c. FASTEN FLOOR DECKING WALL SHEATHING �..- _ ATTACH EACH BRACE SHEATHING TO 2x4 TO LATERAL BRACE w/(4) (SEE FR SHEETS) Z a TO TOP/SILL PLATE w/ SEE BLOCKING #2 SYP PANEL EDGE 10d COMMON NAILS. EXTERIOR WALL INTERIOR WALL 0 (4) .131x3" AILS. PANEL DETAIL BLOCKING WITH ENGINEERED STUDS-SEE STUDS-SEE �1.. ENGINEERED I I 10d NAILS @ 3"o/c. FLOOR TRUSS. I FRAMING PLAN FRAMING PLAN Z d- FLOOR TRUSS. I I SHEATH FLO R TRUSS ADJACENT 2x4 DIAGONAL BRACE @ " FLOOR SHEATHING TOP PLATE FOR SIZE FOR SIZE O CO TO SHEAR ALL w/7/16" RATED 48 o/c. ATTACH ATTACH B.C. OF DIAGONAL BRACE TO a- N ATTACH EACH SHEATHING TTACHED w/8d TRUSS TO TOP PLATE EDGE NAILING FIELD NAILING SIZE 2ply 2x(MATCH WALL STUD) k NAILS 3" DGE & 12" FIELD. ENGINEERED � 7/16" RATED w .131x3" NA{LS LATERAL BRACES w/(4) SIZE Q BRACE TO EACH °@ FLOOR TRUSS. / @ 10d COMMON NAILS AT 10d COMMON 10d COMMON GRADE #2 SYP TRUSS BOTTOM BLOCK ALL P NEL EDGES. SHEATHING 3" o/c. A END. 2" o c Q EACH 23/32 6 o/c 6 o/c NAIL (2} ROWS OF .131x3 NAILS @ 1 / PATTERN STAGGERED SEE NOTE A . SHOE PLATE SHOE PLATE LC} t` SHEATHING ENGTH TO MATCH ATTACHED EXTEND WALL ( ) V CHORD w/(3) ��-- � .131x3" TOENAILS. SHEAR WALLLENGTH. w/8d NAILS @ 3" o/c. j==:L SHEATHING TO 2x4 PLANK ORIENTED ADDITIO NA 2x4#2 SYP FLOOR TRUSS TOP BRACES @ 48"o/c. MATCH SIZE, GRADE&QUANTITY OF ALL 2nd LAP MIN. 48" w/(24j .131x3" NAILS IN LAP 2x4#2 SYP BRACES @ TOP PLATE BOVE ATTACH PANEL EDGE 2x4#2 SYP PANEL CHORD. ATTACH TO ATTACH TO TOP OF FLOOR MULTI-PLY STUD COLUMNS w/ --�J�-FOUNDATION -SEE FD SHEETS -'•1,.f--�- 12" o/c ALONG WALL SHEAR WAL . ATTACH BLOCKING TO TOP EDGE BLOCKING TRUSS TOP/BOTTOM BOTTOM CHORD/FLANGE BLOCKING IN FLOOR SYSTEM AND w/1st SHOE PLATE LENGTH. TO TOP PLA E w/ PLATE w/.131x3" AT ALL PANEL CHORD w/8d NAILS w/(4) 10d NAILS. FLOOR LEVEL STUD COLUMN, U.N.O. .131x3" NAILS @ 3"o/c. TOENAILS @ 3"o/c. EDGES. @ 3" o/c. SIZE 2x MATCH( ) WALL STUD 2-STORY WALL SECTION Z � BLOCKING PANEL DETAIL NOTE A: TIGHTEN NAILING TO 6"o/c STAGGERED GRADE #2 SYP (PT ON CONCRETE) AT ALL WALLS LABELED SW3/SW4 OR ATTACH NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM ❑ D OPTION #1 OPTION#2 OPTION #3 OPTION#4 WALL SHEATHING TO UPPER PLY OF TOP PLATE. BOARD WITH .131x3" NAILS @ 8"o/c. - W SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO TRUSSES SHEATHED WALL TIE-IN TO EXTERIOR WALL-TRUSS/JOISTS �-•- T EACH SIDE PERPENDICULAR TO SHEATHED WALL TRUSSDIRECTLY ABOVE WALL PARALLEL TO WALL 1 5 1L3 •L UPARALLEL U � Z B FRD SHEATHED WALL TIE-IN N ETAI LS (FLOOR TRUSSES) K FRD TYPICAL WALL SECTIONS W CL W # SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS &T USS TOP 12" 12" F SHEATHING PANEL EDGES t� W 2x8 2 2x BLOCKING @ALL ROO S E 1 RATED VINYL CEILING OVER 1x4#2 SYP OR 2x4#2 SPF CHORD OR BLOCKING w/(3) .131x3"TOENAILS. 12" 1211 u.r 0 1 WITHIN 4' Of END OF GABLE. IF DISTANCE FROM SUB Z CJ PUR INS SPACED AT 12" o/c AND ATTACHED WITH (2) BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMI G w/ FASTEN ALL ROOF-SHEATHING TO ALL FRAMING FASCIA TO 1st OUTLOOKER '-' W 1x4 SYP PURLINS @ MIN. SPACING DESIGNATED ON RUSS 2x6#2 SYP BRACE. LOCATE @ PEAK ❑ .13 3" NAILS TO EACH INTERSECTING TRUSS. '� � � MEMBERS w/8d COMMON NAILS @ 4" o/c EXCEEDS 32", DOUBLE 1st ENGINEERING w/(2) 8d NAILS PER INTERSECTING T P � ' F 1 4' EACH SIDE OF PEAK,AND 6'o/c �n CHORD. LAP SPLICES MIN. (2)TRUSSES. ? i THEREAFTER. BRACE TO ATTACH TO WITHIN 4 OF END OF GABLE RAKE. OUTLOOKER ONLY. Ll Z u� 2' M ID-PT OF BLOCKING EACH END. 2x4#2 SYP OUTLOO Z �I MI 3/8" SHEATHING w/6" EDGE 12" FIELD 8d NAILING. #2 SPF CRIPPLES 4'o/c PER 1 ADD 2x4#2 SYP T @ 24" o/c (MAX RAKE = 24"%ww/(1} H2.5T @ SCHEDULE BELOW. ATTAH TO BOLTS NAILS BRACE GREATER THAN 9' IN LENGTH BRACE TO ANY r BLOCK ALL UNSUPPORTED PANEL EDGES. @ / / rrnn �� EACH TO TOP CHORD OR P PLATE. FASTEN Q RAFTER w/(3) .131 ' N ILS. 2 w/.131x3,� NAILS @ 6 o/c. OUTLOOKERS TO FRtST FULL IEIGHT TRUSS TOP _ y V Z �� SOLID SAWN (SYP) HEADERS Ct Z 3 MI w/3/8 SHEATHING w/6 EDGE 12 FIELD 8d 2x6#2 SYP IPPMAXHT. 2 I 3 ( 2x- 2 ROWS OF EA COMMONS. CHORD w/(3) .131x3"TO AILS. ADD 2x O CRIPPLE / I � W p Y p Y O ii BLOCKING BETWEEN ALL OUOOKERS ABOVE I Z NAI NG. BLOCK ALL UNSUPPORTED PANEL EDGES. RAFTERS @ � �� 1 �� EXTERIOR WALL TOP PLATE 24" o/c. 2x4 61-311 I TOP PLATE/CHORD TOENAILED @ 6 o/c. cl W 0 i I ATT CH BLOCKING TO TOP OF �� „ „ , „ SCL LUMBER(LSL LVL PSL) O� i I &T PORCH HDR w/.131x3 NAILS @ 6 o/c. 2x4 w/1x4 T BRACE 9-10 � �_ 'N/ NAILS. ELEVATION VIEW ❑ i I 2x4 w 2x4"T" BRACE 11'-Z" 2ply/3piy 1-3/4 (DEPTHS UP TO 11-7/8") (2) ROWS OF 12d ' J ci i I / 13 2ply/3piy 1-3/4" (DEPTHS 14 AND GREATER)- (3) ROWS OF 12d NAILS. *ATTACH#2 SPF"T"BRACE TO CRIPPLE I I 2 1 3-1/2" OR 4 I 1-3/4" -(2) ROWS OF 1/2" BOLTS. GABLE END TRUSS.SHEATH PORCH CEILING PER w/.131x3"NAILS @ 4 /c. SLOPE TOP PLATE OPTIONN 1 OR 2 UNLESS NOTED BM/HDR 2x4#2 SYP BLOCKING @IIIIGIII IIII.II Ii►iIit, 1 1 I„IIIiII TO IIII A CHI1I1 F 2x LBRACE IIIIIiII 1IiII1IiI Ln OTHERWISE ON PLAN. (3) .131x3 T ENAILS E FRD CONNECTION DETAIL BRACE LEG ATTACHED TO PITCH. Z VERTICAL WEB S SPECIFIED BY DELEGATED OR BLOCKINGBELOW. OPTION 1 .131x3" NAILS.SHEATHING DETAILS 4 o/c M CRIPPLE TO CHORD TOP CHORD w/(3) Q• • TRUSS ENGINEERING II II II , II I� Il II ❑ (3) .1316" (1)SPH @ LOWER I I I i I I► WHERE APPLICABLE. TOP PLATE TO y� 1 i y` y i �^ __,,,. �y i I y� �s U J IL LL 3"o/c 8d NAILS. TOENAILS @ DOUBLE END I I AFTER TO 2 1 I I I I 11 WALL FR SHEATHING I I I I 11 11 NO HORIZONTAL R p Y POST. JOINTS ALLOWED. 2x4#2 NP I i t I I I I ( 3"o/c 8d NAILS. I I I I I I I I I I I I 11 ROOF TRUSS VALLEY NAILER I i t i t I I CHORD OF GABE f1 11 I I I REVISIONS NO HORIZONTAL JOINTS ALLOWED. TOP CHORDS. ATTAC ED TO �------�------�----- ....•' -�-TRUSS TO TOP/SILL ---�----- -----�--_--� _ 3"o/c 8d NAILS. - ALL ATTACH LOWER TOP OPTION 2 3"o/c 8d NAILS. 2x6#2 SYP FLAT BLOCKING @ PLATE w/.131x3" INTERSECTING PLATE TO ADJACENT (1) CS18 HOR{Z. @ IF CRIPPLE DOES NOT BEAR DIRECTLY TRUSS OP WALL PER OPTION 1 OR LOWER TOP PLATE TO BRACE LEG. ATTACH TO EACH TOENAILS @ 6"o%. 2x BALLOON FLUSH HEADER DROPPED HEADER ABOVE TRUSS TOP CHORD,ADD 2x4#2 CHORD i w/(2) 2. NOT REQUIRED AT 2x#2 SYP BLOCKING IN TRUSS BOTTOM CHORDS w/ EXTERIOR STUD WALL FRAMED STUDS, SPF BLOCKING BETWEEN ADJACENT .131x3" NAILS. CORNERS OR INTERIOR HIGHER WALL. (9) (4) .131x3" TOENAILS. PER PLAN SEE PLAN - DROPPED OR PLATED PORC HEADER SHEATHING OPTION TRUSS TOP CHORDS AND ATTACH w/(3) wAlls. 1odx1-1/2" NAILS EACH .131x3" TOE-NAILS PER END. SIDE OF JOINT. PLATFORM FRAMED OR ---�►- BALLOON FRAMED DESIGNED BY: SDM THIS DETAIL APPLIES TO PLATED I IORCH HEADERS OR PORCH HEADERS SUPPORTING WALL FRAMING ABOV . IF THIS DETAIL IS FOLLOWED, THE TOP F FRD OVERFRAM I NG DETAIL G/FRD EXTERIOR PLATE HEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL SEE DETAIL 5/TDD FOR STRAPPING REQUIREMENTS / DRAWN BY: JCP PLATE TO HEADER STRAPPING IS NO REQUIRED AS SHOWN ON DETAIL6 6/TDD. CHECKED BY: BAM HEADER PER ATTACH SHEATHING TO UPPER PLY OF TOP PLATE w/3" " PORCH HEADER PIAN o/c 8d NAILING&TO HDR w/(2) ROWS OF 6o/c 8d NAILS. PER PLAN PORCH HEADER NAIL LEAD KING STUD TO JOB NUMBER PER PLAN • • . : : : HEADER OR TOENAIL PER (1) MTS12 OR IF> 16",ADD SCHEDULE BELOW .131x3"NAILS @ 6"o/c J S 3 6 9 CRIPPLE STUDS (1) MSTA18 POCKET PORCH @ 16" o/c. 2x E LOCKING FO HEADER INTO 0 KING TO HDR NAILING STRAP @EACH77 SHEET I NOTCH PORCH H ADER I WALLAS SHOWN. ATTACH HEAD AR H WINDOWS SIZE 131x3" NAILS' CORNER OF 3"AROUND TOP LATE I TO JACK STUD w/ 2) .131x3 . CHIMNEY TO AND POCKET INT SCHEDULE ON NAI_S/END. 2x4 (2) PER PLY RAFTER/TRUSS WALL AS SHOW FR SHEETS. A ACH SHEATHING TO 2x6 (3) PER PLY 2x4#2 SYP BLOCKING TOP CHORD SUPPORT PORCH HEADER W/(1) H PER APPLY EDGE JACK STUDS)/HEAD & 2x8 (4) PER PLY BETWEEN TRUSSES OR 2x4 SUPPORT PORCH PORCH HEADER PLY. NAILING TO SILL PLATE w/ NAILING 2x10 (5) PER PLY BELOW CHIMNEY BLOCKING HEADER w/(1) 2 PER LEAD JACK STUDP ESCRIBED PER WALL 9-1/4 (5) PER PLY WALLS w/(4) .131x3 BELOW. OFFICE COPY PROJECT ENGINEER OPTION Z PORCH HEADER LY. NOTE: ATTACH SILL TO S EATHING SCHEDULE 9_1/2" (5) PER PLY TOE/END NAILS AT ��N A. Af NON-PLATED OPTION 2 WINDOWS)/DOOR(S)TO BE JACK STUD 0 FR SHEETS. EACH END OF ( 2x12 (6) PER PLY `�-k '""''' •R �� (PLATED PORCH HEADER) ATTACHED TO FRAMING SCHEDULE ON `�QQ. .• �C E N S •.;Q .� PORCH HEADER TTAC ED NG 11-1/4 (6) PER PLY BLOCKING TO TOP CHORD OF TRUSS OR `` MEMBERS IN ACCORDANCE FR SHEETS. ROOF TRUSS 11-7/8 (6) PER PLY RAFTER. No 010ow w/APPLICABLE „ TOP CHORDS. 14 (7) PER PLY � BR fl 010 Y THIS P UST BE - MANUFACTURER's IF> 16", ADD 16" (8) PER PLY ': •'�,; PORCH HDR / WAL INTERSECTION DETAIL INSTRUCTIONS. CRIPPLE STUDS 0 B SI OR ' 18" (9) PER PLY `' � �'• O R 1 O '•�� ACH INSPECT '....• ,� �'alt ��% C FRD PORCH DETAILS H/FRD TYPICAL OPENING DETAIL M/FRD CHIMNEY OVERFRAMING N/FRD EXTERIOR CORNER DTL 11 /6/ 15 GENERAL NOTES (REFER TO DETAIL SHEET CSD or TDD FOR THE FOLLOWING) • TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • HOLD-DOWN FASTENERS, ANCHOR I N G❑ D W E TRUST DIAMETER AND EMBEDMENT. STUBBIES @ 42"o/c • VISUAL REPRESENTATION OF ATR AND STUBBIE PLACEMENT. • CONVENTIONAL STRAPPING DETAILS. Ntir------ --—-=----------------- -- -5�--_--_-------- - ------, W O 000 _ - TRUSS TO PLATE I— M co A ------ -----_ I -- - CONNECTION SCHEDULE co o Q I II I I I 1 H2.5T EACH TRUSS TO TOP PLATE OR d' II II p 1 1 0 o ISI I I II _ \ I ( HEADER UNLESS DENOTED a" — O I I II N Inl 11 U 0 AS SHOWN ��// � O O O I I I I �n w I I J I --- I FRIU U LL I I I I H co —_Lj �' I m u u Z , I aC� (1) H8 (1) MTS12 '— W II II I/ I{ 44 gnu Z II II n I II ao OTHERWISE Zca LO r3 --------------------------- D r- FOLLOW SPECIFIC CO �, CALL OUT ON PLAN Z) 00 1 3/8" ATR OR 1 MSTA24 @ -____ _-_______- --------------------------- I I I--- _---_--_ I I- T D i i �i JACK POST TO HEADER w/(1) ATR I i I I `� ,'I W N I I1 i ; (1) 3/ ATR OR (1) MSTA24 @ I I NOTE: ALL UPLIFTS HAVE BEEN W M 5/8 i iJACK 11 1I X I CALCULATED BY ENGINEER OF RECORD. Z <C UPLIFT VALUES REPORTED BY TRUSS ATR i STUBBIES @ 12"o/c ; i LTT208 @ BASE. I ATR's @ o/c , I .-- sre I '' `` SOFTWARE SHALL BE DISREGARDED. IF AIK ri_ --- -- USING ALTERNATIVE CONNECTIONS Z , W AlA 10 ATR I I STUBBIES @ 20"o/c I I I / 'I I I I I I I i THAN THOSE SPECIFIED,THE � W 1 1 1 I CONNECTIONS MUST EXCEED THE p z _ OF ----_---- i I i i i i i CAPACITY OF THE CONNECTION O '� - L-------------� L- ] I SPECIFIED ON THIS PLAN. _ I p N I I I I { Z II I f I I I SII L_��_--- _ I GENERAL STUBBIE CL II ' I ' 2 MT512 s BEAM I w m i 1 , ---- - I ' Z d' LOCATIONS TO HDR. II I I , ---- --I II 0 I I I I 00 j 1 1/2 c~i� _ L---- -+ (SEE DETAIL 7/TDD FOR ALLOWABLE O 11 '1 ATR 04 I I li it STUBBIE OPTIONS) II EII I I I 5/8 Q Q II II I I TR 3 n _ TDD U O r- O ►i SII I I (1) 3/8" ATR OR (1) MSTA24 @ EACH SIDE T U I III I JACK POST TO HEADER w/(1) 1 A EACH SPACING SPECIFIC I I I LTT20B @ BASE. LOCATIONS SPECIFIED DENOTED BY SHOE TE ON PLAN III I I m p THE SYMBOL-* S II I -------- ---- I -----------------------------------------------------------------------: I ~ I I IIII I 1/2 1 l ca I I I II II11 I ATR II A A A I I I ❑ IIII I I i i N I I I IT IS ALLOWABLE TO ELIMINATE m W Hill I I i i i i III I I STUBBIES PROVIDED THAT ALL 1 I I ! THREAD RODS ARE PLACED AT IIII -- I I w U IIIA I I I I I i m `��u I I I THE STUBBIE SPACING SPECIFIED. Ifllll I 1 1 1 4 m I I 1 I - - ---- — 1 I I (2) MSTA24 s@ BM TO I W o I I GENERAL FULL LENGTH W POST w/ABU @ BASE. 4 1 °° = ------------ ------- - ( I p W _ CO ---------- - ------- - -_= - m p ATR LOCATIONS }— C� A-- p_--AL 17 7 7 �e 1 r� �ij 111,_ ATR I i \ ALL THREAD RODS (QTR'S)TO BE UJ - -- LOCATED AS FOLLOWS: Z W 1. 3/8 ATR's LOCATED @ SPACING ❑ I� Et i I I i TDD SPECIFIED ON PLAN. U Z I I SSWB SHEAR PANELS, 2. 3/8" ATR LOCATED WITHIN 2" OF 21 MTS12's GIRD" I SEE FRAMING PLAN. END POST OF ONE SIDE OF EACH rr�� Q -- - -- - F I I TO POST w 1 ALL I I I EXTERIOR CORNER. En (1) 3/8" ATR OR(1) MSTA24 @ I I THREAD ROD. 3. 3/8 ATR LOCATED EACH SIDE OF I I t �-� ^� �-� EACH PLATE HEIGHT CHANGE. r Z ZJ I I __-� --------- I 3 I( )I II I I II Icy I ,� � Q t --_-_-----__ TO POST w/(2)ALL II I I� �I 4. 3/8 ATR LOCATED THROUGH Z I i THREAD RODS. TDD ==T=_ -- -T = - _ __ _ _ __ - -- - - --- - - CENTER OF UPPER TOP PLATE SPLICE /2 OR EACH SIDE OF UPPER TOP PLATE W ATR SPLICE. ❑ Z i i I a 5. SPECIFIC LOCATIONS DENOTED BY ...I II ; ii U THE FOLLOWING SYMBOLS: -J I F z_(1) 3/8" ATR OR (1) MSTA24 @ - ---------- LL ---- ------ ;w = 3/8"ATR r —� ❑ - ---------- r . . ATR I ATR' @ c i JACK POST TO HEADER w 1 I I I I ATR 30 = 1/2"ATR Q ' L 20B @ BASE. i ;��I II III I p Z ❑ ------- ,� ` % III I I I m p I I I I, 5re BOE = 5/8"ATR --- ----__-- ---____-- _ _ _--- (1) 3/8 Af4OR(1) MSTA24 % Til II II I 3/8" A OR ) MST 4 k All, Q �_ < > -- --- -� r I % G III I I I �i ( I v2 Arj( 13nNcl : I '� JACK POS 0 H DER (1) 1; TR NOTE. SPECIFIC ATR LOCATIONS ❑ J = W 1 w/(1) UTT20 @ BASE. I I I I ---- pl SHOWN @ CORNERS OR TO SIDES OF ❑ "' ' ----- -------------------------- ------' `� C-� I .c; I I I �_o_� �I L B ASE. Ii1 I LL I - ---- - I I ------------------------ ----- , n 4 --- I I I OPENINGS TO B E LOCATED WITHIN 2" 0 Q h' (1) ��, T4 @END ST. I \ o OF END OR KING POST. -'- I ► i LL- I REFER TO DETAIL 8/TDD FOR FULL @j LENGTH ATR DETAILS. REVISIONS � I I II I I I I N- ap I I I I I I „� w CO II 11 H �O , ----- - -----7 1- -1 I I I I Icc Fn I �f I I \ / I I I I I I 00 I I 1/2 fA rt--i I I I O ! \ / I I I I I 1 1 I I I I I ATR N \ / 11 I I u-,� I x I I I I I I I w I I I 1 —— ——— ——— ——— — ——— —— ———— ——— LJ ——— ——— —— ————— — _ _--------� m If --- --- 5re � \ I I ------- --_— I m I co DI I I DESIGNED BY: SDM 1 I \ I I 1 112 1/2 1/2 112ATR risk ATIR ATR ATR I I I I sre L— ------------------ — — ----- --- ----- --------� 1 i i i DRAWN BY: JCP ATR ---__�_ ----- --- I I II 1/2--——— 1/2 1/2 ———— 1/2 1/2 T—— 1/2 U2ATR ATIR AM ATP A'r-In ATP CHECKED BY: BAM _ I I (1)I HTT4 @ END ST. ----- , r------ ATR'S @ 8'o/c-f STUBBIES @ 24,"o/c I I I I I I I 3 1 -- -- ----- -- --- -- ----- -- _ --— —_ -- — --- — — --- — ATR JOB NUMBER L------------------------ T — - - - -- OFFS JE3369 I { I I ATR's @ 5'o/c CE COPY STUBBIES @ 36"o/c SHEET Ist JOB COP TD 1 T ST BE ON is r PROJECT ENGINEER EAC_ INSPECTION �,,•�PN A. MVS ••�CENS '•�9�,i 010 A. RRAY FL 010 TIE-DOWN PLAN00 SCALE: 1/411=11-011 A`,,,,`�� 11 /6/ 15 GENERAL NOTES JST (REFER TO DETAIL SHEET CSD or TDD FOR THE FOLLOWING) • TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • HOLD-DOWN FASTENERS,ANCHOR I N G OD WE T 19 DIAMETER AND EMBEDMENT. • VISUAL REPRESENTATION OF ATR AND STUBBIE PLACEMENT. • CONVENTIONAL STRAPPING DETAILS. N O CF) LO TRUSS TO PLATE N o M � CONNECTION SCHEDULE Irm- 00 0o (1) H2.5T @ EACH TRUSS TO TOP PLATE ORqt' HEADER UNLESS DENOTED AS SHOWN O ® ® LLx Z , LL r1r__ 1 (1) H8 (1) MTS12 0 z OTHERWISE Z H v- ►I i I I I FOLLOW SPECIFIC — CD I,*— CALL OUT ON PLAN D 00 W (D N NOTE: ALL UPLIFTS HAVE BEEN W = -q- CALCULATED BY ENGINEER OF RECORD. Z Q .� UPLIFT VALUES REPORTED BY TRUSS �r 1- 0 SOFTWARE SHALL BE DISREGARDED. IFZ � � ATR's @ 7'o/c USING ALTERNATIVE CONNECTIONS W THAN THOSE SPECIFIED,THE L1J CONNECTIONS MUST EXCEED THE ------- ---_----- -- -- CAPACITY OF THE CONNECTION z Z 1 I I I I I I I I SPECIFIED ON THIS PLAN. Z CLIP PER PLAN � TDDI I �IRDER (REFER TO DETAIL 5/TDD(2) MTS1�'Is6 I FOR GABLE CONDITION) in u GENERAL STUBBIE LL Zn TO POST w/ ALL Z At- THREAD ATTACH EVERY LOCATIONS Q mT ER 00 N I I ISTUD TO TOP PLATE w/(1) (SEE DETAIL 7/TDD FOR ALLOWABLE 1.—i i f ) MTS 2's @ GIRDER TSP AND TO FLOOR GIRDER0' N STUBBIE OPTIONS) I I HDR. I I BELOW w/(1) MSTA18. Q . II I f `C I I I CO CQo If I ► ii ►iii II EACH SIDE SPECIFICU ►I I I SPACING if OF EACH SPECIFIED LOCATIONS ii Ilii FLOOR GIRDER SHOE PLATE DENOTED BY I (2) STA24 s @ (3) M A24 s _ ____________ PER PLAN BREAK ON PLAN THE SYMBOL-* g /HI':ADER JACK OST4 4 --- --------- H w/ (2) CS18's @ BASE (3) C 8's @ ASE i Z III TO HEADER BELOW. '0 HEA ER BE W. II A ! ! ►► U f i i - I -- _= I I I IT IS ALLOWABLE TO ELIMINATE 1 I i I I (4) F fS20'S GIRDE R TO I ► j i STUBBIES PROVIDED THAT ALL L w HEADER. ( -ON CH ►► THREAD RODS ARE PLACED AT (� _ cj DETAIL A/TD2 vLj IDE OF FADE ) I I �f THE STUBBIESPACiNGSPECIFIED. ---- ---_---_--=----------- - -- - ---------I Z II - -- II ► Qj II -_ _ ---- I I I I ►I u III �� ; --� I � ; I I ►I GENERAL FULL LENGTH W II I I f I f, ATR LOCATIONS I— M ALL THREAD RODS (ATR's)TO BE UF I -- u� — --- -- ---- I@ I � LOCATED AS FOLLOWS: W r.., p ---=u i 1 ,, _�n -_____`__-� 1. 3/8"ATR's LOCATED @ SPACING ❑ f" c ___ i ► �� TI Q SPECIFIED ON PLAN. L3 Z \ ► I I i I I 2. 3/8 ATR LOCATED WITHIN 211 OF -� ► I I END POST OF ONE SIDE OF EACH Z �. A R's @ o/c -- ' n __-� F -__ EXTERIOR CORNER. u�J (SEE, DETAI 2/TDD Z 3. 3/8"ATR LOCATED EACH SIDE OF WHEF E WAL OCCUIIS �� I I I I I i i EACH PLATE HEIGHT CHANGE. r Z z J I O ER OP NINC f I i i I I 4. 3/8" ATR LOCATED THROUGH Q BELO n ► I I ► I I CENTER OF UPPER TOP PLATE SPLICE ) Ii iI II ❑ OR EACH SIDE OF UPPER TOP PLATE cp W SPLICE. ❑ ------------------- ----J L- --------------� �- ---------------- --- ------------- --- ------ -------- P J Z - f ---------------- - -------------- ---_--____--_--_ 5 SPECIFIC LOCATIONS DENOTED BY -- - - _ I 1 cj THE FOLLOWING SYMBOLS: Q t0 m � f , (2) MTS12's @ GIRDER I I ------ -- --- - -- - -- -- - --- --- -- 0 = 3/8"ATR ❑ ATR A � = 1 2"ATR . . Z 0 ------- MSTA18 s @ BASE TO TD2 w ARO = 5/8"ATR L > GIRDER BELOW. ui I— Q NOTE: SPECIFIC ATR LOCATIONS 13 0 :3 W SHOWN @ CORNERS OR TO SIDES OF _- I OPENINGS TO BE LOCATED WITHIN 2" J D --- I OF END OR KING POST. I I 1 L 1) H2.5T @ EACH TR SST i t REFER TO DETAIL 8/TDD FOR FULL TDD TIPP PUITE w/ ) H2.5t @ Top LENGTH ATR DETAILS. REVISIONS P TE TO EAC TRUSS ELO . I I i - 11 I ► fi I o i b a W i DESIGNED BY: SDM � I i� DRAWN BY: JCP CHECKED BY: BAM I JOB NUMBER ► I ' J8369 fi 1 Jiv- I L J OFFICE COPY f SHEET J COPY 2ndTH15 PLA E PROJECT ENGINEER ON J FON 01111111111111,* EACH INaj PEC A. � w, M'r y ` •• 0 4010 •• j R URRAY .-p F 010 TIE-DOWN PLAN SCALE: 1/4"-1'-0„17 ��i,�S ••.R.••• `� i (1) H8 OR(1) MAXIMUM SPACING PER PLAN GENERAL NO'T'ES ■ (1) H8 OR(1) TSP @ EACH TSP @ EVERY STUD TO TOP 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON"SET XP" OTHER STUD F� PLATE it 2-PART EPDXY, INSTALLED PER MANUFACTURER's INSTRUCTIONS. n TO TOP PLATE a if 2. NAIL DIAMETERS: I I J I (1) F LL LENGTH J J J J I I 8d COMMON = .131 IN 130D WE TRUST J J I I ATR ITHIN 2" OF I I I ! I I 16d SINKER .148 J I I J I I!IiIIIJ JIIIIkIjIIIII IJIII IIIII!IIII JkIIIIIIII jlIIIIIkII►I 10d COMMON_.148HEADER POST. 16d COMMON=.162 3. IN THE EVENT THE SH EATHING IS APPLIED PRIOR TO INSTALLATION OF THE SPH CONNECTIONS SPECIFIED,IT IS ALLOWABLE TO SEE FULL SEE FULL SEE FULL SEE FULL UQ N0) co O'L�o NGTH SUBSTITUTE A SPHR OR MSTA24 w/(6)10d COMMON NAILS EACH >= W NLENGTH LENGTH LENGTH LESIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED co ATR DETAIL ATR DETAIL ATR DETAIL ATR DETAIL M STUD/HEADER SIDE AND 2-1/2NAILS ON SHEATHED SIDE. 4. ATR MAXIMUM OT-OF-PLUMB TOLERANCE: 1/4" PER FOOT OR 2"i jco SEE FULL SEE FULL SEE FULL PER FLOOR LEVEL-WHICHEVER IS LESS. r�� LENGTH LENGTH LENGTH 5. PROVIDE MIN. 2" EDGE DISTANCE FOR ALL 2x4 EXTERIOR WALLS 0 PLATED CONDITION ATR DETAILATR DETAIL ATR DETAIL AND 3 EDGE DISTANCE FOR ALL OTHER WALL SIZES. O SHOWN. NOTCHED 6. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. 0 7. IN THE EVENT A COUPLER IS REQUIRED USE A LOW-CARBON STEEL JHEADER APPLIES. V- '' IJIIIJIt ijJiIIiIi IJiIII JIiIJII! IkIIIIIIILI IlIIIII IIIlIIIIIIIIJ►II; 1IIiII �1IjItI COUPLER w/MIN. 5/8"THREAD ENGAGEMENT FROM EACH ALL THREAD ROD. rrZ—nn V�r LNr0L SEE zSEE STUBBIE STUBBLE ti11, 11 DETAIL DETAIL W wWM A PORCH HDR WALL Q "0 J J I I I I i I LOW CARBON STEEL NUT � J I I I I I I I STUBBIE SPACING OVER 2"x2"x1/8"WASHER. z J I I I I i I I 'IF SPECIFIED ON PLAN. NOTE: INSTALL(1) W wk l k l ! J I k I I I J I NOTE: FULL LENGTH ATR TO BE INCLUDED STUBBIE WITHIN 8" UPPERMOST TOP PLATE 0 z I IN STUBBIE SPACING. STUBBIES MAYBE OF EACH SIDE OF � 0 1 CS22 I (1) CS22 f i O I i i w 7 8d x l-1/2" NAILS PER i i ELIMINATED PROVIDED FULL LENGTH ATR's EACH SHOE PLATE ,� _ t w/(7) 8d x 1-1/2" NAILS PER ► /{ j BREAK. 3/8 A307 STEEL ROD. p_ ! ! END @EVERY OTHER STUD J I I I END @EACH STUD TO HDR I I (1) FULL LENGTH ARE SPACED AT SPECIFIED STUBBIE 0 I I I i i ATR WITHIN 2" OF SPACING. 0.. I ► TO HDR BELOW(IN LINE I I i I BELOW. I I END POST, ONE Z d' WITH H8/TSP ABOVE). j SIDE OF CORNER. SET ROD IN 7/16" O � 4/TDD ALL THREAD ROD SYSTEM DETAIL BRUSHED AND �. to BLOWN HOLE. EPDXY a- N TO OVERFLOW ONTO Q - � • . • SHOE PLATE. 3/8" A307 STEEL ROD. _ • ROOF BEARING WALL OVER HEAD R BELOW ROOF BEARING WALL OVER HEADER BELOW Q "DROP TOP" GABLE END TRUSS. LOWEST SHOE PLATE r V (1)SPH4/6/8 @ KING POST (1) SPH4/6/8 @ KING POST I I I I I I ► 611 tt TO TOP PLATE. TO TOP PLATE. PLATED CONDITION ► i I I I I II II 44 II SHOWN. NOTCHED I l I I I I I HEADER APPLIES. I I I I I I I BALLOON FRAMED GABLE END II II ! I Ii I I I I I ATTACH STUDS TO TOP PLATE w/(1) I I I I I H8 AND TO SHOE PLATE w/(1) SSP @ 48" o/c MAX. ATTACH SHOE PLATE �� ❑ Q II II I II 11 11 3/8 ATR DETAIL I I i I w/3/8 x6 EMBED EPDXIED ATR — W STUBBIES @ ATR/STUBBIE SPACING T ON PLAN. NOTE: IF U -L USPECIFIED II II II II OPTION 2 IS FOLLOWED,ATTACH U I ► I I I TOP PLATE STRAPPING ON SAME < La PORCH HDRWALL CORNER SIDE AS LTP4'S.Q Li L9_-____- f______- _____-- OPTION r ❑ ATTACH TOP PLATE TO En W GABLE END BOTTOM LOW CARBON STEEL NUT Z `n uJ CHORD w/LTP4's @ 5'o/c. OVER CUT WASHER OVER Z W 3"x3"x1/8" SLOTTED WASHER. " (1) MSTA24 @ EACH If ❑ u) PORCH HDR TO COLUMN UPPERMOST TOP PLATELj J (MIN. (2) MSTA24`s PER COLUMN). OPTION 1 1/2" A307 STEEL ROD. rn - ----- - - - E J - - - - ATTACH TOP PLATE TO GABLE END L BOTTOM CHORD w/SIMPSON SDWC r ____; ______ - - - - - - OR 1/4 x6 SDS SCREWS @ 5 o/c. Z w - - - - - - PORCH POST SET ROD IN 9/16" Q Q FOR OPENINGS GREATER THAN S BUT BRUSHED AND Z Q PORCH HDR, SEE PLAN. NO LARGER THAN 181, INSTALL(2) BLOWN HOLE. EPDXY ❑ LCS22's w 7 8d x 1-1 2" NAILS EE PLAN. SCREWS EACH SIDEOF OPENING. TO OVERFLOW ONTO 0 W(1) CS22 w/(7) 8d x 1-1/2 NAILS L(2) /O / POST PER END @BASE OF JACK/KING SHOE PLATE. rr J L***s LLZ PER END @BASE OF KING POST TO BEAM/HDR BELOW. 1/2 A307 STEEL ROD. TO BEAM/HDR BELOW. 5/TDD GABLE END TIE-DOWN DETAIL < tD m LOWEST SHOE PLATE z�-- .J ❑ OPENING OVER HEADER / FLO BEAM OPENING OVER HEADER / FLOOR BEAM 12" 611 i ABUIt STEM . . D 3 MONO.MIN. IF SHEATHING IS APPLIED WALL Q .�. PER DETAIL C/FRD OR Q (12) 16d H FRD ATTACH TRUSS TO o J W (1) H8 OR(1) (1) H8 OR(1) / ❑ TSP EVERY TSP @ EACH 5/8" 6" EMBED COMMON(.162) TOP PLATE PER PLAN ON LL °@ x 3-1/2" NAILS. 0 '-, � ❑ r OTHER STUD STUD TO TOP EPO IED ATR. SHEATHED SIDE OF HEADER �� IF SHEATHING IS NOT APPLIED PER 1/2" ATR DETAIL TO TOP PLATE PLATE / DETAIL C/FRD OR H/FRD,ATTACH TRUSS TO HEADER w/(1) MTS12. REVISIONS C PORCH HDR @ POST FLUSH HEADER THIS DETAIL APPLIES TO ALL WINDOW/PORCH HEADERS GREATER THAN 4' IN WIDTH. THIS DETAIL DOES NOT APPLY TO WALLS _ SUPPORTING A FLOOR SYSTEM ABOVE. (1) MSTA24 @ LOW CARBON STEEL NUT EACH PORCH HDR OVER DOUBLE 3"x3"x1/4" DESIGNED BY: SDM TO COLUMN (MIN. IF SHEATHING IS NOT APPLIED PER ROUND HOLE WASHER. (2) MSTA24's PER IF SHEATHING IS APPLIED DETAIL C/FRD OR H/FRD,ATTACH EVERY DRAWN BY: JCP COLUMN). PER DETAIL C/FRD OR OTHER STUD TO TOP PLATE AND HEADER UPPERMOST TOP PLATE CHECKED BY: BAM H/FRD, ATTACH TRUSS TO BELOW w/(1) H8 AND ATTACH TRUSS TO TOP PLATE PER PLAN ON TOP PLATE ON SAME SIDE OF WALL. 5/8" A307 STEEL ROD. SHEATHED SIDE OF HEADER JOB NUMBER PORCH HDR, DROPPED HEADER SET ROD IN 11/16" ..J 8 3 6 9 SEE PLAN. BRUSHED AND COP BLOWN HOLE. EPDXY PORCH POST, 6/TDD HEADER STRAPPING DETAIL TO OVERFLOW ONTO IS PL TBE SHEET __ -- - _- - - SHOE PLATE. �±� --_---- _ - - - -- -- SEE PLAN. A3(�� NI S PECTIO - 3/8"x6" TITEN HD inwF P1 ATP ABU w/CUT WASHER 9-1/2" 11 1511 @ t 1 CS22 w 7 8d x 1-1/2" NAILS (1) CS22 w/ (7) 8d x 1-1/2" NAILS MONO. I i EXTERIOR PROJECT ENGINEER ( ) / ( ) PER END OR 1 MSTA24 @EVERY PER END OR (1) MSTA24 @EVERY �� 11 ': 12 16d 3/8"x6" EMBED 1/2"x7"CAST-IN-PLACE 8" INTERIOR I I WALLS �� O ` ( ) EPDXIED ATR W "J" BOLT w NUT&CUT „ OFFICE COPY ,,��"��► �� OTHER STUD TO BEAM BELOW(IN STUD TO BEAM BELOW. 5/8 x 6 EMBED COMMON (.162) / / �♦� A• MV �, P ABOVE). EPO 'IED ATR. x 3-1/2" NAILS. NUT&CUT WASHER WASHER `�`♦Q`�tp'';G,E N 3'�..�-y'�. LINE WITH H8/TS ) II 00 5/8" ATR DETAIL o 10 D PORCH HDR @ POST CORNER _.�: RF 010 Y ROOF BEARING WALL OVER RAISED FLOOR BEAM OPTIONS ` ROOF BEARING WALL OVER RAISED LOO R BEAM �. TAT F .•�� ,�•. A% P �i�d' IL 2 TDD CONVENTIONAL STRAPPING DETAILS 3/TDD PO ;CH HDR STRAPPING DETAILS 7/TDD STUBBIE OPTIONS 8/TDD FULL LENGTH ATR DETAILS ��111111110� ,,`��♦ 1/TDD CONVENTIONAL STRAPPIN DETA S / 11 /6/ 15