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1251 SELVA MARINA CIR - DRAWINGS� � I' � I � . I I I Al"ll - I 1- ­ � - - - I I I � i i I I i I I I � ii � �1�1 I . � � I - - - I __ I �� I 1 I ,,,� I - I , I �l � WILLIAM LEUTHOLD " I I j- , I ,,, i l� � ARCHITECT INC. l " . � � I � � � 2736 HERSCHEL STREET 1- I I I rl � JACKSONVILLE, FLORIDA 32205 � � 11 I 4 389-5456 NEW RESIDENCE lr � - - . - I , � . I I � ��' Ill 11 11 STRUCTURAL NOTES � �, � 1 I I 11 � � , CHRISTY _$1 DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE � 0 D 111 FLORIDA BUILDING CODE 2014. WIND DESIGN PER � � :� ASCE 7-12. NOT LOCATED WITHIN WIND BORNE � - I i I DEBRIS REGION. DESIGNED AS"ENCLOSED." i I I I I" I I I I � i� 12.7 LIVE LOADS ,I I I I- (SO6-22-36"E 110.04'FIELD) 12.6 12.1 11.8 UNIFORM LIVE LOADS: � 'k 16" LIVE OAK �i BUDNICK - S06'18'00"E 109,98' 12" PALM 12" PALM ROOF 20 PSF , 19"LIVE OAK - .... - - - - - - - - - - - - - - - - 1 _______,w613._j. =_-_-I_��_�__===_=:. - .==-_===_z_=_-r=-l=_ld":7 i FLOOR 40 PSF . I z ____ 1 , 13'-3" I- : .1,41 I 11 - _*_ i i �1' `2 _________ - . ,� _­ I ! ELEVATED DECKS 60 PSF . , - -TA�4' ---- -- _________.__.____._,_ / -%P' � �3 owl, it 1, � -,-, 12.6 832 S.F. i I I - . ____­___ T2.8 . :1 I i .�2;,*rs I / \' 'll SV , - I i I / I � \t � � 1 WIND LOAD DESIGN CRITERIA: ASCE 7-12 1 � I 'v A 13'-2"1 il i ULTIMATE WIND SPEED 130 MPH � 1251 SELVA MARINA CIRCLE " 12'PALM �'�'--_ 12.8 _. ____ ,-- - ; 13' 1" I 1, I. I I 6-' - I I$ _� _11� -- 13.0 . IMPORTANCE FACTOR 1.0 I , - -_ � ­11_� 13'-3" - 100 S.F� � "A I 11 TENTION AREA A : I I I 1 T-4 -- - V- i "i", __� - I # IV ---- I �lp , - it - 3� � 2" -J--,,* i �l i i 1 -------- I � OCCUPANCY CATEGORY 11 (RESIDENTIAL) � ATLANTIC BEACH, FLORIDA ; ___ * 13'2" ; / RISK CATEGORY. 11 , ___ - - . = I � 4 /jj�- 1T-0- I , \__l _W - \ 1_? I ! I - __ __ .l_____--___.. 13.1 1 EXPOSURE 'D' : 1 12.9 1 - - � I - - I ;:" - - CONCRE TE DRIVE C14 rl IM71 1 ; : "I 13' V ­5� I , - 13'-3" '\N IT -l" 1 i "" i . 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' �'/', TOP OF SI -A6 �,,,,�,,/ , X/ " ,/ , / / " I , , / /-/"//""/,�"/",-"��,/"",��, / � , I � I 11 I , " I " , "/ I I 1 1 C) 1 "I , / / / // � 1 " / "I , / I I , � " I I I antpr I , , I I I ; q 7 " I I I " / I I � / f I I I- PRE DEVELOPMENT RUNOFF VOLUME: I I . I / / / / " / / ,/ I , / / /, /.i " , , / , I 1 , � o /. �, I I z: PI � 141,�� WITH 6" / ,//,/ , , , , , , ,/ i 2.1 FIRST FLOOR PLAN 8.2 SECOND FLOOR AND � % I ,/,/�/�', , / , , , q , � , / // ,,, "/ // ", / ,� , I , , . '�EL /2�',,/,// // ' / '/"�,�,�'/��"// / '�r":' ' , / , i I "` . CONCRETE , ��/, . 1 , T-91 , /,//,//, �/ ,/// �/",l/_/",// __' /�/,/, /�' "" I � / , , , , / / /� / I I , " / " / � I I "I q I i , , , / , / " / , , , 1, 1, 1'/ , " 1 1, 1, / I I . � 13.7 60 . i , , � � , / " �� / "I / / , / �/ I / , , / �/ " , - , // ,/ , I 'I, " /' � I � " , 'I"! I I I i IMPERVIOUS: 4,505 S.F. i ," ER � � / / // / / ///,�,/- ,,/,, / / // / z/// / , , 1/1 / , I . \ i ,3 1 " /�/ ,,, / ,/ ,,"�", � / / , // " / / ,�/, / / " / , I ,� I , I � I FIRST FLOOR ROOF FRAMING PLAN \ :,//,//" ,/�,//// X / � /, /,//, , � / "/"/",- �//,//�, "[///",//�/-�",/,�,/�,/,/,�",��� / ,,,- �/ -11 / I / , : I 1 1� PERVIOUS: 12,199 S.F. ; /I / / , / �� / / / " "//""",",//� � - �l � � I 11 I , ,// , // , /, , � ", / / , , //', " "',-,/�", �",�- I @ 2.2 SECOND FLOOR PLAN \ I - / '- " / //��/"/�"/ , ">//"/"/�//� , _ " ,/, I - I- ___ _ 1�1 L" I I ­//'/, ,/�// / //,/ "'/ '�l , , , /­// - / , '' / I , �,, """, ,­ _t , / /'' /�l , , /, / , , "I "I , - //��//// , / " , Z' , � 1 , F777Tt ,/, x//1 / , I I "' / �, / / � / /, / I, , /�,/ / / ' / � / / , / / / / /� /, / /, ` , "',/ " . ,� " 1 I I . , / "� � -1 , I 2? I ' " , , , , " , ./I . I I �/ / ,/ " /,/,/ � " " , � , / /, ,,, � "I 1, � I � . //_�-l"ll"/ /,/''/"/, / / ,/!/I/ 4//�, , //, /'l / " ,/ , / , / 1"/,,1�1, � " / '/ , " �/ ,: ; . -, � ;t POST DEVELOPMENT RUNOFF VOLUME: , i .1 / ,� / / � / " " / , , `� / t // / / , ,/ " "",/ ,,, I " " / I , / " �, �', '/ .1 I / , , , ,. 1 , I I . I+ �IjOP OF COPING � i , , , , / , , , , / / , " /, ", , ,/ /� , '�,',�", , i - I IMPERVIOUS: 8,132 S.F. ,_ / _':��/ r"�, , , , I , �, ,� ,� ,/ / � , -0 ­ � I ,/ " ''/ -, , �', " '' ,'��,/,/" / / ,, " , ,�. , I � , , TOP OF SLAB i T-0" I I PERVIOUS: 8,572 S.F. � 2.3 FIRST FLOOR ROOF PLAN 8.3 SECOND FLOOR ROOF: FRAMING PLAN . \ , z? I I / , / , /'/ 'j' '/ /OF S�� //' 11 // / / / / / / / , , e, � / , , �, /" , " , , ", "I I I "� - E I ,�_ ,(I � ­ I , /,///, �,,�/////, -�/ /,�-� T - 1 V ' ,"/, ,/ // "./�,' 'I" / , L. IT -10" � 1, N I! / , , / / / , " , , , , , , , 04 / / , " /,�,/�/� / L,P - / , ___7 3.1 SCHEDULES AND DETAILS 8.4 FIRST LEVEL SHEARVIVALL FRAMING PLAN " " � I / /, /E? 13 / // " � :""/ /,�"" / ! I . , I I /I , / // / ,/,/' �,� �, , , / " , / ,� /I � 1, �1' '/ "., I I", "/"/ "I "I "I ,; I i . I ,'�,�', �/, /,Z , � , , -",/ ", I ,� , , ,� , � -5 1/2" 1 \ /,// I , , , "/ , , �,,� ,,�/ ,- , /, ��, //////­�/x / , // " , � , , �� , , I , I ,�, ; � I � ; " ,/� " / , � , , " / "/ /7 ", / ,/ � � , , , ­/�, /.� , ,, � , / , , , EL. 14' i ­ , " , Z, / ,-' , /I / " -, I I , , , � � 11, I � i TOf DF PAVERS I i ", // , , / , " ,�/ , / , , , , , , / , I /' , ,. / , , . " I " ! i / / � / , / /,�,/// /"" /,/,/ �, " ,",,,/,"/,//"/",//, ",// " , ,, - �/� , , , , � / " � " 0 � I / , ,. ,/ / , / , , , , ,- , ,/ / , , " , I / "' / , / , 1. . EL. '-9' , / "I I , �', , L i , 'N- , / /:�,�",/,�/ " /// " / , �,/ '�," I // / / 1, ,-",: " , � , _ 13.1 1 i REQUIRED TREATMENT VOLUME: 2,249CU.Fr. , � - I I I / Z ,/ , / � /, / � / / / ,/ � / � , / , / � "" / I / , I :ILA- 1�, I I , � 1 ,z�'�,<.'�/,/ _ I ,/ /"�'/',,,",',�', ,/�,�:,/��, �, � , � , 1 8.5 SECOND LEVEL SHEARWALL FRAMING a \ I I / , � :/"/ �/// I / / / / , / � I /," , 'I � , I I 11 � I "'., " I I 1 TOP OF SLAB 1 ­ - ; // 11 / /, -" �l I ". "I "I - j 3.2 DOOR AND WINDOW DETAILS I -/,/ ',//,-/,�// �,� // /1/::%l>// / /�// 1, 1, / I/ / , , .. , '41/2" ' I I I / , / ,//�"/�,,,�/�, / / I / //"//,/, ,,'� jj�', TOP OF � / 'I EL. 14'-4 1/2" Z? 9 " -/ � ' ' / / /, � �, , /I , �"B ­',,�,,, �,, : ,,,� , 0 � �� " I , " - � � - � DECK � � DOUBLE FENCE �? - ' , �// ' /, , , -, ' EL 164, ,�, ,, ,,, -11)6 11 I � ,., . I �R :;� N RETENTION AREA A. 2,604 CU. FT. � , / ' " / � / /, / , " , , , " , , , of i WOOD . : I/ /I "TOP OF SLAB ,/ -//// /,//,//// //" �, , I /// I" " "'/, , " , T, / , " " I �1/ � ,-l"', , i � m I - � 3.3 FLASHING DETAILS 8.6 SHEARWALL DETAILS ... I /I , : /"""',//��,/"/ , // - , - / - 11 1, / , / , �,, / " , , I I -- - WITH 36" SPACE "'I'/'///',� EL. 1 �'-9 1�2-'// /�/, "./////,/ ,/ /1, I/ /`//,", �/�,,� " 11z /, / ,,,, " `// " /,"."'I" " /!, I I \ � /, , � � � / / /I , " // //, / I I /,/ � I / ,, I", , ,- " ,�,/,, , , , / " "', / , , �, �/ /I � " .1 / "//", / I I ''/ I/ "I '' ,r I i I � BETWEEN. RETENTION AREA B: 2,272 CU. FT. ///I //, / / 11 / / " � �, /e":, / Z /"//, "" "I , z " , , / , /, ,/ ,,, /" , I 1, / ", / � " I I I �/ / /,/ , ", -/ / , , , I TOTAL RETENTION PROVIDED: 4,876 CU. FT. Z � 11 :/ , / , , , , , , ., " ,/ / , / /, ", / ", ,� 1/111, " III i POOL . = � i - � /',�///� / "', ,/ � ,,�, / " , /, , � -1 0 / / ,"lv�/ / �, � I � ", . / SLAB ­ I IT � � ////,/�/�/, , / , , , / ,",/ I " 1 . , i : . I I � ,/ /� / / , � , , , " , �/,/ // , ,I // "ll, , � , " , I ! I , � . ! I . _r ,/ , , , / � , , 1, / / , , 1 I I zn � ", ,/"/ "I 1, , " / /,/� , /''� /Z / ", ", �'l /11 '' , � , � , , 3.5 I ! L . .- G I \ 11 I // / / , , " / / , , I , :�, ":/" "",". , " 1'�l I I ­ " Z.v 'I I " ,.\ , , /I I / I /, , , , " " , , " , , ", " , I RETENTION EXCEEDS REQUIREMENT. THE UPPER RAL WALL SECTIONS . It // / , , I _ p 4.1 EXTERIOR ELEVATIONS \ \\ - , , . 1 1�4 1/2.1 I- _ I - - ; I , " / ,/�"/,/�, / // , I 1 I �'l " , " I I " �l I " � I ! 1 , ' I I . \ 1, / �, " , " /�� ,,/ " ,,, ,,, _/ "",/"/�6./6'��, "� , I �/� , " /', _, 'I : I I 13 I � - � � / / , T � / / I , / " , � �, " I "" / , , / "'' "� / �,/'/,/"/�//' I 'I, / I ,� 1, �` ; I i b I / / , / � � I , , / " � 1, " 1, , � , - ­ � _. RETENTION IS INTENDED TO HOLD RUNOFF FROM I I i 1�r � CTURAL WALL SECTIONS ,-% I "" I OP �. / /I, / � / - �, /�','//�///"O.,� I 1, / I'll'-, eo,­ , 1: 11- I f . i / / , '''' , / ; I n/ /, , /, ­ . " , " I I I -1 ­____ - / , � , 1 ­ I I I , , I - I/ " I I _ .__v 11 1 , 1 1 PART OF THIR DRIVEWAY AND ROUGHLY ONE THIRD OF , 4.2 EXTERIOR ELEVATIONS 8.8 STRU \ !t "', ----- - - I / / /', L.1 " ,,, 1, / /"-, - /�/, /// � "_ " 1, �"/�,, "­ I I I � I - I ,, ` - / 1// //"�il"",//,///""/",�/�,//-/"�,,�""/�,",�'"'�'', '' , 1 , , I � - � , I/ 11 __ - . 1, � / . � -_ I - 21 -�,,, /,/ / /­� I/ ",/­ 1/1, ,',�,,/>/ �. I , " I ", � � -_ � , / / / ,� , �,L��_�21": , , , ,/ , , � , , , , ; i I i THE ROOF. THE LOWER RETENTION AREA HOLDS 5.1 WALL SECTIONS 8.9 STRUCTURAL WALL SECTIONS 4 ,�Z- /,/,/,//'� ­ �',,,'�""�/",�""",//,//��",/ / " � , 11 X /� / , , , '' , , / I /I ,I, ! � � I I I � \�, I , ,��_ , . I'll/ . - � -,�/ I /� / / / //', " I/ / , " " ", I , , / / ,� ,,, , , . I 11, ! I EXCESS RUNOFF FROM THE UPPER AREA PLUS MOST 1-1 � 1 / - /�/��', I I I i/ � J' I ", , / / " � , ,/ " , ", ": , , ,� , , '.I 11 I ,. � I I I � . , _r i / , ", ,/ / , , , , �o I I , I � I I I % I I ''I " / / , , ", // "" " / / / ,,, , I / " I I i t I I I "I I I � I / /, '. ,� , ,� "" , , � , " I ll� I ' 1 I !�> / z � / , � / / , , � i = i� 1� I I I I / ., , , , � 1, - .1 , '.1 , / 1, , / " � i . OF THE DRIVEWAY AND ROUGHLY TWO THIRDS OF THE , \ "I I I / //, / " I I I // l/ / ,/ �� " / " / "/ '/ , " , , / � '' / ,� " / i � planter] -1 . I// / // / , , , / I , " " !, � � I � � 1 1 I- ROOF RUNOFF. I 1 2'-10' ,/ , 'I, , I / I �/11/11 I I/ I . " " ,,, , , � , 1� " ,/� 'I" , I / � I I I ____ - i - - ---------- - -------- / "' _/ '/ , /'l �l /, / , , , �, ,�, / ,� , ,,'��,, �, I '/ " I .. 1, t I � I : I --- - --- / , , , r I I - � � ,� /,/�,/, , , I , L j , , , , , , / / , / , , " , , , , � WALL SECTIONS 8.10 STRUCTURAL WALL SECTIONS �l 1% I � -f , i� 3.1 / 11,/ / " 1/1/'�"'11'11 I/ �' 11,/ � """', I \ � \ I " 14'-6"' � . / , / / �/ ,/ , , / ", ", " � 5.2 \ I !I-- , 13.5 i I "' , , � � - --- - , ___� X 1'.� - ----- " , //,/ , , " �, " '.. , .11 � I _� ­ I 1 5.3 WALL SECTIONS 8.11 STRUCTURAL WALL SECTIONS 1� -, , . - / / I /� �/ "" '/ "",//, / � I ellll'/ , '' � , ''/ �� "".",",,­ I., I .. I , � 1 6 1 DRAIN LINE TO ATTACH \ \\ I ,-�, 13.5" / "/,/�,, /,>/, , , , , , , , , , , I . - - I , / 11 " , ,� . , � "", , ,,, �l �,� I 1 I , " " , ,,, "I Ir I I I L I I , I / / " ", " / / " I , I I "/ '/ , �"l I �/ , I , , , I "/l 11 : � "I I I , " . . I i , / / , I 1 " , , , , � ; 1 \ , , , " , , " I " - , I � I " , I , I , , I ! 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DOORS, WiNDOWS & FINISH HARDWARE I I I "I � 1"�, / 1, , I", 1 , �1/ "."', , , , , ,_�, I - . , , � " " �"11' I— --.,, _. � A I * I I - I , I I I 1 I I , &. , -.��­�, " z / 11 � o�l � , I " � I � 1�r . , ­ , I I I , - i -1 I ­,, I I �,, . , i<_ , I . � , I I , ,i- , I / U) M . -1 � �­ ­ - �:. ,,- - - --- co ` - - - I I I I I I " 4 � , I I I - , - --'- �: -, - 1 r 11.7 �, / Z �, /_ -, �, "Al 1 1 , �,­,-- I A I -, "A � I I , - _: i , I . , , � ... N ��,�, _� , � ��fl = ; A , INTERIOR DQORS PAINT GRADE WOOD OR MDF, TWO PANEL, FLAT PANEL, TRADITIO ICKING, I \ \\\\k I 11 11 � I , ,P 7 , M, _-11 1_ �l - -, � ... - , 2 = i C', "o, � 1. GENERAL REQUIREMENTS . ­ , I � I "el -0-- % I 1, ".11" � - Alk..- - " ;==_-wkc�_-w- "a I - I �_ s , I I I , I � IN, TIMBERLAND OR EQUAL, SEE SCHEDULE. " , , 81 JI -."/'/ , " " �/13" ALM " ,�' : i " '. � I ,� " . I . I I I I I - I I- A _?" I I , , , , , i " 1 2' - � / ` , � �l " 1 I " � I CONTRACTOR SHALL MAKE PROVISIONS FOR TEMPORARY POWER, WATER AND - , = I � " �'l �� -- - w -j" co � I UTILITIES 11 EXTERIOR FRIi6 DOORS INTEGRITY TEMPERED GLASS, THREE-POINT LOCKING SYSTEM, SEE: S�HEDULE, ",", c? �l , , \ \\\ \ I �1'1, ,� " " ". I I � z�_,_lllm �! 1� � i i �_ , � ,,,-� ­ I— ", 11.7 , , " , , - - - 1 2'-O' -it 12'-O" ; I 1 i I $10,000 ALLOWANCE FOR FRONT DOOR STAIN GRADE, SOLID HARDWO �O �l I :;d- �l 'I', ,� ­ I , "I I . , , I , � " , I I - - _____ .- - -------------- -----------------.-,--- :-:----- I - 11 � ­, � .11 I / 11 = __ ___ - ------------ - -­­ t___ - �__.A,7 ------ :--.. _________j I - ­ - ��O��,,, , � -_ - b I , _� ,,,, - ,� PHONE SERVICES. � lllstjgjj�!� AND MAINTAINING SAFETY , ��, I , 1, _­ , 11 �, � - ,�i", 1 , _1� VP� - -- , I CON _"� " % ,gaUr AND SITE. WINDOWS . INTEGRITY CLAD WOOD, PRIMED INTERIOR, CLEAR LOW E3 GLAZING,SMULATED I � � _7 - , I I p, I � I ;=A"l­ll�"­,_l ­ '� R, _'l -1 7 Nx 1� I L � ­ I ,,% .- - .-.. �,/­ _. " ,,, , � - _ / '___ -, I . I . 11 I _1 ' 1� Nk" , � , I ,� "I , �,Z _o, , , ". � I , : aam�=11!11 - - . I � *' _� I - � . ; �11 - - � I " 'LIABILI ,W , ORKERS 1 14 � NV rl , . . " [ , -.t 'I 2--�! . , ,,,� � x, ,,�� I -_ , I RACTOR SHALL MAINTAIN INSURti 11 MATCH CLADDING I I Z- , -1, "'. " j I . _. � 3 1 i 11 - I'll _ ILI E. - ,_�,p"' , "I I -1 ­ I ; � I �l jr Fl=GE W DIVIDED LITES W/ SPACER BAR, CHARCOAL FIBERGLASS SCREEN, FRAME TO 9M , SAFETY r6O I --- " = � � I I - COMPENSATION, PROPERTY INSURANCE AND ANY OTHER COVERAGE REQUIRED I A ��\ '_, I CE Go ERAGE _* ��l �� -, I 11 1�� . 3", �� I ; ; I \ I � �", I 1 I4 I I I I N. ­,,� , 1�', I i : � i, , , 1��z4u � "allow" - NCP GARAGE DOORS I" EQUAL TO CLOPAY AVANTE SERIES WITH FROSTED GLASS 11 , I I I -, I , : __", - I I - ,� � -, ". \ \ . � ", j I I . 1 I I � I CONTRACTOR SHALL REQUEST AND OBTAIN APPROVAL FOR CHANGES IN I " I I �,! -1 . . � I I I li . m - :,-.'\ 1�� I , - I � __� ,� I '�11� � � I \_�_\ tl%_ - " , i � BY LAW OR STATUTE. FINISH DOOR HARDWARE�." I ,,' \ 4�', SEE INTERIOR DESIGNER SPECIFICATIONS �,; ­,O�,_ k, \ � I � CHANGES IN WORK MATERIALS, PRODUCTS, EQUIPMENT OR SYSTEMS OF CONSTRUCTION FROM THE . -1 I I \ \ 1%, � w I � 11,`- 4 12* -21 i, 11 it - I - I I , � . - \ �2) 1 ! ' ' - 1 9(.1 - 11 I I � ", I 'l- I � , : I * - IN., , I I � ARCHITECT AND(OR OWNER. I M m �_ - � 1\14 �/ % � : - �" I, " � r- 1, - 11 �� j � L, , I - � ,�, - 11 : - ­ I - - - ` . ,C)l I I 7 ", � i �l I ��, ,� i 9. FINISHES � 8 �,l 0"1;11 � '6 _�­ � � 1%11, -t � q l' 4 � 14'-I" - � � i � ; I I ' 11 T- 2 , ", � 31 �4 1 , � ', I . I -- I i I I �l I 9 2 I 111 � I � -% I , 1 4 ; L.- _ I . I I , ... I _.___. I .. w I � 11 - 16-4- I � _��__- , I '' I - '�'_ I � � I b S.f. � - I RLY . � :R , - , 1- � i 1 10.51 11 . 11 I _ I ''I I i CONTRACTOR SHALL MAINTAIN SITE AND BUILDING IN A CLEAN AND ORDE BRICK QUEEN SIZE BRICK SMOOTH TEXTURE TO BE PAINTED. ALLOW $300 PER k . w I � ''I ------------------ I - - --- ___* 2. SITE WORK THOUSAND � I \�� - E I I � � I I 1. � 9'-T�-6- - ' I I ! I \ - , a I 11 �11 �,N, , 107 GYPSUM WALLBOARD LEVEL 5,1/2'GYPSUM'NALLBOARD SMOOTH WALLS & CEILINGS; M.R. Ilt GWB \ '. t�ll� � , - ------- � ------ , � - � SITE CLEARING I \1� 1130 11 ''I \ _ztl - _========== ===== =1 �W 1 \ I MANNER AND SHALL PROVIDE DUMPSTER. CONTRACTOR SHALL NOTIFY IN BATHS; CEMENT BACKER BOARDS IN SHOWERS & WALLS & ON FRAME' I I : 1. I i _t I I I I I 1 � I - I I �, � I - I i , , I ARCHITECT UPON DISCOVERY OF ANY SITE STRUCTURAL CONDITIONS REQUIRING - FLOORS WITH TILE I I .�� GRAVEL DRIV . I I , - / I I i REDESIGN OF THE SUPPORT SYSTEM. I � , I I � ' � I : 19 1 1 PROJECT I \ WITH 6" CONCR I �. � I I PAINTING 11 EXTERIOR TRIM: SEMIGLOSS LATEX ENAMEL, X, 6. , � I 1 I I I I ,� I . I � RETENTION AREA B ' . I i SEWER & WATER WATER AND SEWER ARE AVAILABLE. III,-& 1_11� I i I I I TERMITE CONTROL TERMITICIDE WITH PREMISE PRO AS ACTIVE INGREDIENT SEE FINISH SCHEDULE FOR INTERIOR, BENJAMIN MOORE, TYPICAL ,� c\j j 125 's 1� I LOCATION BORDER I "I I "I I I I I ­ I 11 I - - � � ! I i I WOOD FLOORING SEE INTERIOR DESIGNER'S SPECIFICATIONS llo ., I I I 1 1 i DRIVEWAY 4" CONCRETE, 3,000 P.S.I., BRICK BORDER, SEE SITE PLAN 1-10 11 I I . I . I �l i I I . . I I 11, , , I I " \� I I 1 278 S,F. I L I I . I I , I , , , I I - CONCRETE, 3,000 P.S.1 ALLOWANCES I � " I ­ , *� TILE SEE INTERIOR DESIGNERS � .", , �_ - I � ! , , I _ - 1, 11 I I_- I r�; ------- ! 1, I WALKS 4 1 ca I ­,��,-,','�,,,',"` 11 ��':, - I \ , � , � " _0_ I � , I �l , �_ __ , 1, -1 i I 1�1 i CARPET SEE INTERIOR CESIGNER'S ALLOWANCES I .�A _11 ,,' � . \ I � �l - , i I NOTINCLUDED I I - I I , , �, I * J. I � . � " � � 1, , � I LANDSCAPING i I I A _k � 11 I i I i , I. 11 I � , . -1 1". .6 0'_u I I � z I - I ­ � L, ^� FRAMELESS GLASS , I I - SHOWER ENCLOSURES > �-,, ­�� � 1, I 1. I i I j I 1 125 = , "If � I 1� � :1\1 i -1 i i I , I I �.­ SEE INTERIOR DESIGNERS ALLOWANCES , - 11 �, q \ L _1�01_81 &N I ! ,______ COUNTERTOPS I ,�j* � �l 1 3. CONCRETE m ",""', � 1, � 11 11 � ,�,,� 19.5 11, I 7! �21,,�`,� . -0 6� I I t � I 1 1-17,� ­ ,�� I \ , :',' I I lw , l- I—' -'1111 c , I 'It 1 1.0 � �� I CONCRETE 3,000 PSI cx k 11 � , � - I 1, I 1 9.1 1 1 � � , t , I 1, I I ___ - - ­ I I � I � I ., I * lz� ­ 11 _,i� I � , 9`-T I " 0 MOISTURE BARRIER 6 MIL POLYETHYLENE � -2.9.; 1 1, I I 1 1-7,1 1 �r] 15A. AIR CONDITIONING ��,ql I I I I I \ I 1� I 1, " `61D - 1 _�9 -,-- ',.,?, f �� k 'k � , ll�� ... I 1, 1, \_ �e � 1 9'-( I � � _\ I ,-,, ,,, ,� I ,� .� )", 1 1 �, 11 REINFORCEMENT ASTM A615, GRADE 60 SYSTEM TYPE SPLIT SYSTEM HEAT PUMPS ... I s I I , I '. I I 10 11§1 , I 1 1 i I 0 � I j I Itlo 11 I'll I - . 1. I I � 1 6 X 6 W1.4 X WlA WWF, ASTM A185 MANUFACTURERIEQUIPMENT TRANE 4TWR 50 XR15 SERIES CONDENSING UNITS, 4 TEE ENHANCED MODE !, ��� \ 'L. .1\1� I I _­� �: i I i I 1 I \ - � '. � 10.8 1 1 1,19 � I i I I , I I - I VARIABLE SPEED AIR HANDLERS, HONEYWELL VISION PRO 8000 DIGITAL � � m I 11 � I I i 1 I �? - � 4.MASONRY PROGRAMMABLE THERMOSTATS & APRIL AIR 2210 HIGH -EFFICIENCY FILTER. I I " , 9,8 i i JI I i i , I PEW MORTAR REINFO I " \ I I � I I I ­: , ,c i � 1- I p 11-1 9.7 i I : I RCED MASONRY Wl GROUT/ I , I ROJECT LOCATION MAP ., Y� I � *,-,-\' .1 I I I I 11 1" I I cmu ASTM C90, GRADE N-1 WITH TY SEER RATING 15.0 ' , I - � -11, I FILL, 3,000 P.S.I. TRUNK LINES SHEET METAL INSULATED W/ R6 DUCT WRAP & MASTIC�$MED, FLEX I . 1� V.11 REVISIONS: DATE: I DUCT WORK ,,, I \ i ,- I I Q DUCT FROM MAIN TRUNK TO DIFFUSER. "I N DT TO SCALE * � i 1',,� � � I `11 � I � I I \ I � i � N , . 1 � 11 � 'I 5. METALS DRAIN LINES SCHEDULE 40 PVC INSULATED Wl 1/2" ARMOR FLEX, INSIDE BUILDING] 11 $ULATED �;i,, � - - � I � I I ASTM A992 I I �11 I I 11 � STRUCTURALSTEEL . I I �, I I I REFRIGERANT PIPING W/ 314"ARMOR FLEX I I I � I I � � I I I �l I I � / 11 I � SUPPLY DIFFUSERS ALUMINUM OPPOSED BLADE, HART & COOLEY CHD1 I I ; i / I -1 6. WOOD AND PLASTIC EXTRUDED ALUMINUM FILTER -BACK � � - � I % -0-- I � I ..'�� i I �11 � '*� I I I -, RETURN GRILLES GENERAL NOTES- I I '1� � "-- I � FLOOR FRAMING SYP#2 OVERFLOW PANS UNITS ABOVE FIRST FLOOR SHALL HAVE 3" DEEP), 22 GA. WELDED , AILIXILLIARY I - I I ��', " % 8.7 �", , I - . - � I � __ - - I I � I - �lj - , , � , --I FLOOR SHEATHING , -,li �;--,:. I 1 23/32" ADVANTECH FLOORING. 2C SPAN PERFORMANCE RATING STRUCTURAL I OVERFLOW PAN Wl SAFETY FLOW SWITCH I I . ANY AND ALL DEVIATIONS FROWSPECIFIED PRODUCTS MUST BE APPRDVED 8Y,THE ARCHITECT.,, I % "I, - ; , _� I I 11 � �., , WALL FRAMING SPF #2 UNLESS NOTED OTHERWISE 15B. PLUMBING I I 1__� - I , 1� .'� I ,--*' I DRAWN BY: DATE: i . THE CONTRACTOR SHALL TAKE ALL-TNECIESSARY PRECAUTIONS TO CONTROL DUST AND MUD A I,- WITH WAL 8/1/2017 I PLATES ON CONCRETE P.T. SYP #2 PEX SYSTEM WITH MANIFOLD FOR SEPARATE CONTROL. I ' AND I % -� WALL SHEATHING 1/2" APA RATED SHEATHING WATER SUPPLY LINES : THE WORK OF THIS PROJECT. EROSION CONTROL SHALL BE THE RESPONSIBILITY OF THE CON I I I. ,��' I I ROOF FRAMING SYP #2 DWV LINES SCHEDULE40PVC I . METHOD USED SHALL MINIMIZE ADVERSE ENIVIRONMENTAL EFFECTS. PER FDOT SPECIFICATION - 104. . % I I � � � 1 12" PALM I'll, FINAL OUTFALL TO I ROOF SHEATHING 3/4"APA RATED SHEATHING WATER HEATERS GAS TANKLESS 1, 1 1� N SHOWN ON THESE PLA I I LOCAL I I " 11 �, p, , I WAL � � EXT. TRIM 1 I/TSMOOTH HARDIE ARTISAN TRIM WATER TREATMENT WATER SOFTENER I I " 1 2 ALL PROPOSED CONSTRUCTION SHALL BE PURSUANT TO INFORMATIO 'l ""?001 * ,,�,_��ll I I z RIGHT OF WAY I ES AND PERIJITS SHALL BE OffrANO BY THE CONTRACTOR . EXPENSE 1'ill,�l � #1 SYP P.T. BALUSTERS. GAS LINES YES � I'll '1� 17 1 . % 11 PORCH RAILINGS SAPELE OR EQUAL HARDWOOD TOP HANDRAILS WITH I ,- ­ UNLESS PREVIOUSLY OBTAINED BY THE OWNER ­ % i. DRAWING FILE: : SOFFITS lX6 T&G PAINTED AZEK OR EQUAL. FIXTURES & FITTINGS SEE INTERIOR DESIGNER SPECIFICAJONS _1 � I ­ I I L I I I � I ''I BUDNICK 1.1 SITE 1, A � FASCIA. FRIEZE 1 1/2" SMOOTH HARDIE ARTISAN TRIM FRIEZE WATER SUPPLY CITY WATER ON SITE -1 - ­ THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UT`LffIIES ARE NOT GUARANTEE ,' SHALL BE , i � .. � INTERIOR MILLWORK SEE INTERIOR DESIGNER ALLOWANCES SEWER SERVICE CITY SEWER AVAILABLE AT RIGHT OF WAY I : I INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE STARTING WORK EX IN THE on i � . L, I HA` TW � �� % I WOOD CABINETS SEE INTERIOR DESIGNER ALLOWANCES - VICINITY OF EXISTING STRUCTURES AND UTILITIES SHALL BE CAREFULLY PERFORMED, BY , I �:. . 1, I 11 I I NEW RESIDENCE I I I , , - � � CABINET HARDWARE SEE INTERIOR DESIGNER ALLOWANCES 1 16. ELECTRICAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGES TO, AND FOR PROPER IAIN '�' ' . SITE PLAN -1 1, CONCRETE APRON � STAIRTREADS 1 1/2" PINE SOLID TREADS. SERVICE SIZE 400A I PROTECTION OF, EXISTING UTILITIES AND STRUCTURES DURING THE CONSTRUCTION P C 'M I l" = 10'-O" ll� I � WITH TOOLED EDGE I I I RELOCATION OF TEL" OR GAS I . I - OFFICE COPY BUDNICK : SUBPANELS YES CONTRACTOR SHALL BE LIABLE FOR ANY COSTS ASSOCIATED Wrm THE " I " � I LINES BY THE UTILITY COMPANIES. I I'll 1�1 I I NORTH _ � 11 - I , , I CONNECTION TO STRUCTURE c I 'L, I . I I � I DECORATIVE LIGHTING SEE INTERIOR DESIGNER SPECIFICATIONS I . THE CONTRACTOR SHALL PROVIDE SAFE, SUFFICIENT, AND PROPER FACILITIES AT ALL TIME I I THE I ,­ � I I ­, i. I I ... � I ; 7. THERMAL AND MOISTURE PROTECTION ALL OTHER LIGHTING PER ELECTRICAL SCHEDULE, SHEET 7.1, WIRING & INSTALLATION BY CONTRACTOR INSPECTION OF THE WORK BY THE OWNER, ENGINEER, AND ALL AMOPRIATE GOVERNME - i AND "I �','t'�, I ; I I - I - � I , , I UTILITY COMPANY JACKSONVILLE ELECTRIC AUTHORITY I REGULATORY AGENCIES. �,��� I I -,, I- I - "' SELVA MARINA CIRCLE 1251 SELVA MARINA CIRCLE 1� ROOF GAF HYDROSTOP SECURITY SYSTEM YES . �. �l I , , 1 I �, 3/4" CDX PLYWOOD YES, ($20,000 TOTAL WIRING FOR TELEPHONE, INTERCOM, CABLE TV PACKAGE . THE PROJECT SHALL BE CONSTRUCTED TO COMPLY WITH THE FE%C 2010. RESIDENTIAL, FO � 4 I ATLANTIC BEACH, FLORIDA 11 11 AUDIO VISUAL SYSTEMS 'If, I I � ROOF FLASHING MATCH ROOF COLOR ALLOWANCE). I DESIGN LOADS INCLUDING APPLICABLE WINDLOADS AND UPLIFT, AND ADOPTED AMENDME., . AS REQIUIIRED BY � _11F_ I - �', : EAVE DRIP SMALL EAVE DRIP 1 1/2" FACE, MATCH ROOF COLOR. CENTRALVAC NO � CITY ORDINANCE. DESIGN PRESSURES ARE PROVIDED ON SIHEET S-4, CONMCTOR _� � �� I ., - � I �� � " ; E LOADS. � , � I I SHALL CERTIFY THAT ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLIC* : 11 ��� SEALANTS 50 YEAR SILICONIZED LATEX FOR PAINTED MATERIAL GENERATOR YES I , �­E I MVtEWED FOR CODE COMIPLIIANCR i - I I 5 1/2" ICYNENE OR EQUIVALENT OPEN CELL SPRAY -ON FOAM INSULATION SATELLITE NO --- i I ROOF INSULATION R-19 FIBERGLASS BATT AT ALL EXTERIOR WALLS & ANY INTERIOR WA LEVITONTOGGLE SWITCH WITH INCLUDED SLIDE DIMMER WHERE SHOWN. WHITE I , ­ I i I I - I CITY OF ATLANTIC BEACH SITE PLAN WALL INSULATION LLS DEVICES INDICATES EXISTING GRADE NAVD 41 � � � I '11�1 : � i I INDICATED FOR SOUND INSULATION I I . I I �,'-1 SEE PERMITS FOR ADDITIONAL , - I - �� HOUSE WRAP TYVEK COMMERCIAL WRAP 1� I'll I REQUO"ENTS MQ COMTIONS I L. - I I I I , � � , I I - � I I I I - I_ , I 1. I I mwv= $*, _ /P -'I,--- - VAM.Y �o?f I 1 . I `_ 11 z 1_1 ­ )v-_11__ ! . 44, I . �,­ _ I ­ I I I I � I , , I 1� - ,� � I : I I ,.� i I ­� i I I . : I & , "", I ­ ' 1 ;2 _� : I ' �P I , ":t..;t., I PL' 0 - 1- 11 Fl T t'l I. PA S a� , �­ I -1 I � __ - __ Ili, __ . I _ - I - I ,:,-, � I, , I'— I I : :,- I � - I , " - I I �_' 1��, I � I � I I 11 I I , I I � , I I I , I _­ � I I I � � I � I � �. -1-1 ,_ ":-1-1- I I I WILLIAM LEUTHOLD ARCHITECT INC. 2736 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 SITE DEMOLITION AREAS: PORTION OF HOUSE: 1,678 S.F. DRIVEWAY 1: 1,289 S.F. DRIVEWAY 2: 959 S.F. DRIVEWAY3: 43 S.F. SCREENED PORCH: 258 S.F. STOOP AND SIDEWALKS: 278 S.F. TOTAL: 4.505 S.F. 16" LIVE OAK 19" LIVE OAK 12" PALM 12" PALM 1Y PALM i 12" PALM 24" LIVE OAK 1289 S. F. , 9 S. F. ASPHALT DRIVE i Vii,/y,i iv v , vy � Alt' PAD 7" ELM �.. JS REMOVE TREE V \ A A--wwr• \ \ A V v'V� HOUSE \ \\\ \ \ \ \ \\ WILLIAM LEUTHOLD ARCHITECT INC. 2736 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 Af, 389-5456 AREA TABULATION: HOUSE: 3,990 S.F. PORCH: 1,152 S.F. POOL DECK 640 S.F. WOOD DECK 60 S.F. STEPS: 14 S.F. PAD: 12 S.F. FRONT WALK: 319 S.F. 12.7 12.6 12.1 11.8 GRAVEL BORDERS: 140 S.F. CONCRETE DRIVES: 1,662 S.F. ..................................................................................................................................... .......................................................................................................... PAVER WALKS: 243 S.F. TOTAL IMPERVIOUS: 8,132 S.F. 2 \6( LOT AREA. 16,704 S.F. 12.8 130 LOT COVERAGE: 48.6% y 1,12.9 13.1 7 ..................... ........ 7-7-7-7-7-` ... 7 ------- --- ,,l 3.1 "Z/ 12.8, walk 180 s.f. . .......... ........... 7/// order: 13 ...... .... .................... ...... ...... ... ...... . .. . ....... \A 50 S.f. L deck: 564 s.f. 12.9 12.9 13 4' 13.1 ............... I 1A .... IN 13.3 /z 13.7 deck: 60 s.f. X/ Al 13,1 /,//h � /�/ " /� , , // / /, I // /�, �'/ , I/ I/ I , " / , 11 / ,, " / I . /jp water: 638 sf A "h, f�33` Or '3 5 12.9 1-3 A ............ .......... . ... ...... ......... . .... 4 X MINIMUM. - steps: 13. 7 '77r'.. 14 s.f. 1'2/7" 12.1 '2 Ilk walk: 63 s f. 12.7 ...... . ... 7 77, V,/ L ...... \J 11.7 11.7 ad:' 9.4 p WOO!* 12� 10.51 "A &w f property: 16,704 s.f. 9" j A A (-A 9.1 .9.5 00-1 11.0 `�A 10.8 9.8 9.7 REVISIONS: DATE: 9.9 borde 90 S.f. j 8.7 DRAWN BY: DATE: WAL 8/1/2017 APPROVED BY: WAL DRAWING FILE: BUDNICK 1.3 SITE AREAS J SITE PLAN NEW RESIDENCE V 1 V-0" BUDNICK NORTH 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA SITE AREAS PLAN OFFICE COPY 1.3 ISV. 0/ � `� � . "I I - - - I I I - - - - - - - - - - - - - �- I----- _______ I - t i - � , " .---- __ I 11111111111111 _______,__7�7-=7- 1 I --it'r-1 L____J [----I L_____] 1___j; L. -.----j L______1 ___._____ 1_-___ - - 4 1 i -, - t - I - - - - - - — 12'-4" - UL811 - - - - - - � - I-, � - - I ____ ____, I i - - � _::1__._1__.j4i�jL --- - - - - 5�c — - .:::.:�__3,4 — I _ ___._1 - I - _� I I i I _____r - --,--------- --- __ — — �_ - �V'-_L�� � - - - - - - - - - - - - - - - - - - -_ = . - - __ - r- - I i - I - ­1� - I I i _! �� 1, �; 11 i 11 _\_ ..-../9 1 _�__ - __ F I _____________ I WILLIAM LEUTHOLD t 81 I i -_ -- -- -- ____ ...... .. __ -- - - � --- - -_ _____ ____ -- - , -----�----�l---------------,------�[----- . 1 10'-3" ,f 11=- 9" V-4" , 1 0'-3" i 1 3--l" i 1 1 i 13 -0.1 ; ; i 27'-V I I �� - - r - -r W-4- -i 7 'r- u . I -_ - - - I - -_ ; I I I . I � L I � ; ; i - ! � I I � 11 - _ . , I : : ! � i --- - -_ ; I _ I ____ _1 �__ _____, � --- --- I ­ - 4 i__ --- � -.--..,-..i ___ __ i � I � i i I I I I I r I � I I f - - - � � I I i � i �� L_ , 1 i I 1 . i I I i I � ! i , . . - I ____ --- L- ____ . i I � t . i ARCHITECT INC. I I i ___ - , __ --- __ 3!4r ,V-7 10 12'-3 110 / ; 1 T-54� 1 1 1 1 1 1 1 : � I i : i . � � � � ! � : i ; I _____ - __ ­ , - I : � I � I ! : : . I ! I I . ____� ____ - - . �__ - I I i - 1 N i I � I I i : i i I I � [ � _____ I . - . �_ I I I 'I I I A to Lof ; : I i __---- � I i I I - I I I — i i � I I I I I I I I I I I i - I 1--_ '� � i . � i I 1 2742 HERSCHEL STREET HP OUTD( I POWER VENT KIT MODEL i � - I ___ - ! - ... i - i; 1. -.- _ - I- __ i r -- -� � I ! - ____ _: ------ i . i i I . � I I ; ; I i I i i ! I . i _' I I I I i yv ! = ! � � I I I I I I I I I I I i I I BOOT, AND DRAIN LINE I I I --- - i . . . � I i I I 1 f SHO: :-: i9 0) I LPVK-110 IN FASCIA. 51 SO D I I I I - i ; � : ; : � i i i I JACKSONVILLE, FLORIDA 32205 1 . I . - �;, , I I I ! � I � . . I - i L --- --- I : - I I �' L , i) I S [j I I I I I I i 11 : I I : i � i - - - _____ - - - - - - - i I —1., E - -1. I - P� c i ...... - I I I �__ I I I I I I T t . iT U! I TO RETENTION AREA 1 . i 1 � � I I � 389-5456 FL. CORP. AA2755 . 1 -77,777 1 1 . � , I— __ � I Z 65 ____ � ­­ � __ - - � - - � , �, �", I " I., 1� I , I - . , � I I 1111, , ,�, I 11,�,�� ib Fr � , , , 1- 1, �_ - 1� - , -1 � _._____ ---I---- _� 11 - - I i 1, 11; - Et� f - �,�­- " +., - . ! . -_ - - - I . I 1 11� I __ - - _d I-- - I i - I " � __ �, I ,�, , <x , � 11 �, , 1�1 i I I ' L . i . , i � /I - - :i= ; ; �� ��_ L n I _____­ - �- . - � __---- I ,��,`J I - --- - ; _.- L\_� - 11 I I 1, i -- ­_ . i i . i----- --- ________.1 L I , � � � LINEAR � ;'' ' - - - -I-----,- .- . - __ - - __ _ __ -1- - : I � ; I ! I i ; � , -, - , - �, I � ! I : ! I : I i I i "' i I =-�L71:�-_:_: - �c i I I ___ __p; _� - - ; I 1 1 r ! � . I : ! b I �5,1 : . 1� . i ; : AREAS: I ; i I : i - ""', . I � I � .Z.. 1 i -1 `� "Ix, : I -o- I . lull - i 1 11-19, . ,�� ­­�_ 7_1.__-__ - .- -­­­ 1�� (I - __;_ -11 - L I r --- i --------;?-7 1 1 1 ; I - I - I � 17' 1 - i i , ,ij � ;� ,_1 ___ - SHOWER 11-1 -�IEAD :- TO �,l ���i I I � , 1�r �,',�! i DRAIN I ,�,-, - :�' . : .,:: . !r I I I I � _1 i - � i _1 ___ -1-1. � ___ _'.. ­­ ---- i _ _­ - � - -_ I - - I FIRST FLOOR CONDITIONED: 3,213 S.F. , . -- , I I � � I � -- I . I : i � � i, i . : ; ; ; I I : 1 1 � i i ----,.--. I / � I I i Lt-_ I I i i - ! SECOND FLOOR CONDITIONED: 1,356 S.F. — - - I -1 _.__*___.___::�:_ 2X6 WALL ,. ; --- I i I � � i � , � i .-..- ____1__:___L_____i]_ I I i __ -- -_ - m 7 I � -_ --- ____ - --- - __­ - -_ - , I - _; --I L------ i ____ . �- - ,- - - - -.I--- . _ ____ ..... . ­ - 1. ,- -..---. - I-_ - I I ! i 1"�1�1 I I .* , I I � i ___ � I V i 1 I . : : ! I : , , - I � ,4 1 �� I I i � L _.____._______ 1 ) I --- -1 mi ­­_ 11 F-91 I I 1, I `;��,�X'l 11 _111 : t, ------------- - I � � : - - -- _� i I I I ­___________ ______­_.___________­__ - - , 1. __ -- I " n V111 � . �11 I- I FRAMING I i I I I' I I I � ____ - _; : � GARAGE: 773 S.F. :_:�7::__ I---- - - - I i I ! ! m =--=U ,Lr-jl I I ; t i - - . , ----� 7 I ;� i IS WER l-"' I i � I �- ­­ - --- ! I I I i I ; I - "I CLOPAY AVANTE WITH WHITE I � 1 1 _� - - , - �,/" at? 01, �_� �� , I i � ! � I __ 4 - - - - - - - ____ - - 11 I I : i I I � - : - -- 11 i � i - - - - - - - =� I I LAMINATE GLASS PANELS I I I f I = T_ 1 - _= - I I i I � ! FRONT PORCH: 31 S.F. I I I �_ ­ , I ! I _____� 1 1 I i - - . ___ 4 - -- - I i A-___ 2) 6` 1 1 -_ - �____ - I � 24" T.B. 11 I HEATED FLOOR IN � � - 1 i I 5'SQ DS I i i I I � I � I _� __ -1- - NO CURB OR __ - - �- __._______j - - - , ---- ---.. MASTER BATH 1-- - ---------- - .:-- F___ 2X15-SPIF * FRA AING lv�; I ri ul- � 1 1 � DOWN ( SECOND FLOOR PORCH: 162 S.F. �, . _[ � � -_ . 1 MASTER BATH ! 9 . I i �� I I � L - I ,- - : " - 1 10 - STEP DOWN i � � &,) ' I I R18ERS ' � I POOL DECK: 588 S.F. ! 1 i i � i .4-- L __ - iE.11 ___ i ALL i = , 1 C511 - I � 11 _ CPXPLYNOOD 3HEATHING, I � I � I -1 . - HOWER 1 7 1 , I M18 I , I � . I �i ___ -0 I : I i ;_ � I � - �' - I POOL: 792 S.F. -- - �� -, INTO S 191 � . , -�' k---- MIEK C)MMERCIAL DWRAP�,' ,-,--, I-- ­__ I - 7 ;;4- 1 4 2 __7 1 -7 77 , � i i I I ___ I Z? -ft - - - � .. I - ­________ I 1 CU -2 � I I I I 'I" 17X ; I 3 1 i � . I 1 1 " AIR SF ACE At D PAINTED 1 i 't -1 � ; - i I , ----. - ­­ . - --- - 11 _-..-----_-_ -__ � I . I . I I I I 11 _._,__�" ---------- - __ - - � .- - ­ --- ----.--- _1 ING � I I r ! i I I I 1, � 1, :----- - --:-:::I , 04T i i ! - i � 77 -1, PLANTER , TOWE : i I ! I � I = � � I i I -- t QUEEN bRICK V ENEER - - __� � I 1� , L RING 24"T.B. � i IES � _-_-f IF- . - , ___ ---: i _____ 1 9 1 , � I ! ; : I I I i � 1 -Li: " I � i : I . 1, � I -_ I --- - -----:M � r ----------i ii i I F_ i I I I- ' __ ; I!n , 7 > - I i I i � i _, ( 3 , 1 4Q-61 ,,�,, - _� ­_ - i- - __ i , � 62 i 1 1 1 �� ____4. ___ _ . - -1 - -1 - �1_�: - 11, I � , I I I i I I .. I., I i ! i I i � ! i CLOPAY AVANTE WITH WHITE i - j � ! f___ . � I : � i i i i ; i I I . I _� I 1, 1 � ! _ __ -.- - . I , � i i I i I I , - I i L------ I � I : � i LAMINATE GLASS PANELS I 11 I � I -_ I __1 : I - 1� �___ I i I I -_ 1 -- -_ J - , - I I � ------ F-4- - - ­­ I I I I i �, DRIEF " = - t I I ! i i SOUND BATT "' I Ix \ , : I i ____ -_ I : I ! I I �, i I - �rz�=_, i I I I 1 1 1, I I i I I , �, . 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I I __ , i rnJU16 rnJU16 / ,Y/ r >; ; r o ,11" T-1 1/2" ,LL 17'-3"5-1 = _ TOWEL RING ( I I H c c: _- _ _ - - BEDROC 1 51/2 I, v EDROOM -- - -- -- -� c _ - A 205 _.. _ _ ,. i04 t. n ._ ROOF EXTENSION i -.: _.� _ ,j 1/4 -0 o -. r2 t• _ c; - R 5 ao -- - N 8- I K5 " 1RB _ I - v i A OW SL n I � i 1. I =I I I: I I 1 L I 8-57/8 5 31(4 2'-8" 2-8 L L ' �'. I �I. LIMESTONE PAVER ON I , -` — - ------ - ---HYDROSTOPlG -- - _ f, ^I I x _ M k G 36" HIGH STAINLESS STEEL L , CABLE RAIL GUARD RAIL A SECOND FLOOR PLA COPPER THROUGH WALL FLASHING WILLIAM LEUTHOLD 5.6 AND COUNTERFLASHING AT WALL TO ROOF CONNECTION. EXTEND ARCHITECT INC. FLASHING I0"AT ROOF. 2742 HERSCHEL STREET I JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 BRICK VENEER PIER -- -- I WITH HYDROSTOP ROOF. AREAS: i ---- ------J FIRST FLOOR CONDITIONED: 3,213 S.F. SECOND FLOOR CONDITIONED: 1,356 S.F. GARAGE: 773 S.F. - BACK PORCH: 1,074 S.F. FRONT PORCH: - 31 S.F. SECONDFLOOR PORCH: 162 S.F. POOL DECK: 588 S.F. POOL: 792 S.F. COPPER THROUGH WALL FLASHING AND COUNTERFLASHING AT WALL TO ROOF CONNECTION, EXTEND FLASHING 10" AT ROOF. I -- I BRICK VENEER PIER WITH HYDROSTOP ROOF. _ { COPPER THROUGH WALL FLASHING AND COUNTERFLASHING AT WALL TO ROOF CONNECTION. EXTEND ----- - ----j FLASHING 10" AT ROOF. I s I , { ' BRICK VENEER PIER I I L-------------- J WITH HYDROSTOP ROOF. >4 INLESS STEEL s 'UARDRAIL. , COPPER THROUGH WALL FLASHING AND COUNTERFLASHING AT WALL COPPER THROUGH WALL FLASHING TO ROOF CONNECTION. EXTEND AND COUNTERFLASHING AT WALL FLASHING 10" AT ROOF. ''? TO ROOF CONNECTION. EXTEND m.,. FLASHING 10" AT ROOF. - - -- I t... I _ - I Vt NEER PIER WITH HYDROSTOP ROOF. I - I BRICK VENEER PIER — , j - I WITH HYDROSTOP ROOF. I i w POPPER THROUGH WALL o LASHING AT WALL TO ROOF PONNECTION. EXTEND FLASHINGLu =-------- 0" AT ROOF. I i ll LOST i i i WILLIAM A. LEUTHOLD AR8902 2--�- i I 1-31 tsj , --- ... i SLOPE 1/4" PER FOOT 1-_l FLORIDA SEAL zo REVISIONS: DATE: 5' 31/2" I i 1 Ell II _� N _ 2 I i I, 5.5 I I s DRAWN BY: DATE: I WAL 8/1/2017 I N I i i s j i I APPROVED BY: I AL I DRAWING FILE: I i Irl , I ca a i { r M BUDNICK 2.2 FP2 NEW HOUSE w - ---- -- -- -- - a I cn I , NI D K C I �U 2'-8" 3`-0 3! ' ' \ 1251 SELVA MARINA CIRCLE FLORIDA ATLANTIC BEACH, 3 1 2 5.1 5.2 N 5.2 SECOND FLOOR PLAN I z,1 1 4 I 23 11 _� I 1 91(2 1-4 14 � ■ I w Y 3/4" 5/8" SQUARE BASE CAP 3/4" LOpLAR 1X8 iv .BASE 1 BASE 2 3- _ 11.01, 3" =1,-0„ 1" 3/4 3/4" SQUARE CORNERS BACK BAND - POPLAR 1X v d, CASING 1 CASING 2 3" -1-0 3 1-0 3/4" N M APRON 1 CROWN 1 3" =1'-0 UNDER WINDOW STOOLS 3" =1'-0 DOOR SCHEDULE EXTERIOR 00 UE L FIRST FLOOR NO. TYPE SIZE ROOM FINISH SCHEDULE x 9 DETAIL'S WINDOW SCHEDULE WILLIAM LEUTH 0LD WOOD AND GLASS PIVOT R.O. DOOR 5'-2"X 8'-0" EURO -WALL EURO -PIVOT DOOR PIVOT HARDWARE WITH ARCHITECT INC. & 1 ENTRY DOOR, SIDELITE FIRST FLOOR WITH MATCHING SIDELITE AND ENTRY LATCHSET WITH FIRST FLOOR WINDOWS 2742 HERSCHEL STREET ROOM ROOM FLOOR WALLS CEILING BASE CASING CROWN REMARKS 2 OUTSWING FG 2 FLAT 2'-8" X T-0" X 13/4" JACKSONVILLE, FLORIDAORIDA 32205 ENTRY AND CYLINDER L PANEL DOOR. NO GLASS. LOCK INSWING. FRENCH DOOR R. . " X 8'-0" DOOR 2'-9 5 /1 O 6 INTEGRITY I1FD 2880 WITH DIRECT TEG INTEGRITY MULTI POINT NO. TYPE MFG, MODEL NUMBER R.o. SIZE DETAILS REMARKS 389-5456 FL. CORP. AA2755 NO. '913.2 & 1013.2 TRANSOM OUTSWING FRENCH DOOR R.O. DOOR 5'-0" X 8'-0" 2 SIDELITES (.) MATERIAL.: FINISH MATERIAL ER FINISH MATERIAL FINISH NUMBER FINISH NUMBER FINISH NU ER FINISH TRANSOM AND (2) 2'-7 5/16" X T-3 518 GLAZED TRANSOMS ' WINDOW NOTES. I • WINDOWS SHALL BE 6 9/16 FRAME DEPTH • EXTERIOR COLOR. WHITE (VERIFY BEFORE ORDER 0 N) • INTERIOR COLOR: NATURAL UNFINISHED WOOD i . HARDWARE. OIL RUBBED BRONZE 101 FOYER 6 WALNUT WOOD TRIP ON UNDERLAY + SEALER THREE COATS SATIN URETHANE 1X12 HORIZONTAL' CEDAR NICKEL JT. 2 T SEALER & COATS SEMI TRANS STAINL B LEVEL 5/8 GG 5 FINISH SEALER & 2C ATS SE 0 FAT LATEX -BAS E 1 SMOOTH CE DAR E ATS SEALER & 2 CQ SHEEN CLEAR LOWS CASING ISM G GOTH CEDAR C SEALER & 2 COATS CLEAR LOW SHEEN WN CRO 1 00TH SEALER & 2 COATS CE CLEAR LOW SHEEN EXTERIOR. RUN HORIZONTAL BAND ALIGNING WITH I N WITH SIDING AT EXT U WALL S TO ALG) AL BOARD( W OVER TO CEILING OUTSIDE AND GWB A 5 CLAD 0 CASEMENT AND ` IT TRANSOM UNITS 5 INTEGRITY ICAP 2927 ' (5) INTEGRITY {CA 2971 .� _ 5 2 X 2 3 5/8' TRANSOM „ _ _ " (5) 2 5 X 5 11.5(8 WINDOW 3 4 5 & 613:2 INSTALL AS INDIVIDUAL EACH IN ITS OWN ROUGH OPENING. RUN CONTINUOUS AZEK SUBSILL _ UNDER TRANSOM AND WINDOW UNIT. 102 VESTIBULE " 6 WALNUT WOOD N DER TRIP 0 UNDERLAY + R T AT SEALS THREE COATS SATIN URETHANE - S U 1 2 GWB LEVEL 5 / " FINISH SEALER & 2 COATS S MATT E LATEX WOOD IN PATTERN SHOWN ON PLANS SEALER & 2 COATS MATTE LATEX E 9 BAS SMOOTH CEDAR A SEALER & 2 COATS CLEAR LOW SHEEN C S NG 1S .00TH CASING M CEDAR SEALER & 2COATS CLEAR LOW` SHEEN S WN 1' CRO TOOTH SEALER & 2 COATS , CED CLEAR LOW SHEEN WALL BOARDS RUN AROUND OPENING INTO VESTIBULE. WOOD TRANSITIONS TO GWB AT INSIDE CORNERS ADJACENT TO OPENING B 3 CLAD WOOD AWNING INTEGRITY ICA 2927 3 INTEG I C ,, „ 325X235/8 O ._ / .2 4 .2 3 3 & /3 INSTALL V I E NT K ILL NS ALL AS INDIVIDUAL UNITS EACH IN OWN ROUGH OPENING. RUN CONTINUOUS SUBS UNDER TRANSOM AND WINDOW UNIT. 103 HALL WALN T D 6 U W00 " STRIP N UNDERLAY 0 UN RLA EALER THREE AT S ECO S SATIN URETHANE S II 1/2 GWB LEVEL 5 FINISH SEALER 2 COATS MATTE LATEX „ 5/8 GCB LEVEL 5 ' FINISH AT SEALER &2 COATS FLAT LATE X BASE 1 WALNUT SEALER AT SALE & 2 COATS CLEAR LOW SHEEN AIN CASING G 1 WALNUT SEALER & 2 GOATS CLEAR LOW SHEEN . SEALER & 2 COATS N 1 CROW NUT CLEAR LOW SHEEN 104 CLOSET 6 WALNUT WOOD TRIP ON UNDERLAY SEALER THREE COATS SATIN URETHANE 1/2 M.R. GWB LEVEL 5 FINISH SEALER & 2 COATS MATTE LATEX BEV 5/8 GC LEVEL 4 FINISH SEALER 2 AT S E & COATS FLAT LATEX BASE 2 WALNUT A SEALER & 2 COATS CLEAR LOW SHEEN CASING 1 WALNUT SEALER & 2 COATS CLEAR LOW SHEEN SEALER & 2 :COATS NON ,:. CLEAR LOW SHEEN G 5 CLAD WOOD O GASEMENTAND TRANSOM UNITS 5 INTEGRITY ICRP 2927. O (5j INTEGRITY ICA 2971.. " I � _ 5 2 5 X 2 3 518' TRANSOM O „ R` _ _ (5) 2 5 X 5 11 5/8 WINDOW 345&6/3.2 , i INSTALL AS INDIVIDUAL UNITS, EACH IN ITS OWN ROUGH OPENING. RUN CONTINUOUS AZEK SUBSILL UNDER TRANSOM AND WINDOW UNIT. PROVIDE OPERATOR, 1/3.2 & 2/z.2 LOW E3 INSULATED GLASS WITH ARGON GAS. • 7/8 SDL GRILLES WITH SPACER BAR. • DO PROVIDE SCREENS: 105 BATH 2 CERAMIC TILE _ 2 WB LEVEL 5 1/ G E FINISH SEALER 2 ATS. S & CO MATTE LATEX 5/8 GCB LEVEL 5 FNS H SEALER & 2 COATS FLAT LATEX TILE - CASINGS 1 & 2 POPLAR SEALER &2 A COATS MATTE LA LATEX o SEALER & 2 COATS CROWN 1 . LAR MATTE LATEX CLOPAY LOCKING. D (2), CLAD WOOD AWNING 2 INTEGRITY LAWN 3327 C) '_ „ ,_ 2 9 X 2 3 5/8 .2 & 4 :Z 3t3 13 INSTALL AS INDIVIDUAL UNITS EACH IN ITS OWN ROUGH. OPENING. RUN CONTINUOUS AZEK SUBSILL , UNDER TRANSOM AND WINDOW UNIT. 106 SHOWER CERAMIC TILE _ CERAMIC TILE _ CERAMIC TILE _ NONE _ NONE _ NONE; . ` . , '„ � 1 . TILE ON TILE BACKER BOARD ON WALLS AND CEILING. REDUCE SHOWER CEILING HEIGHT TO 0 0 STEEL AND TRANSLUCENT CLOPAY AVANTE WITH 107 COTE S BEDROOM 6 WALNUT WOOD ...SEALER TRIP ON UNDERLAY THREE GOATS. SATIN URETHANE 1/2 GWB LEVEL 5 FINISH T SEALER & 2 COATS MATTE LATEX 1X POPLAR 6 0 NICKEL JOINT C J PRIMER ..& 2 GOATS MATTE LATEX M BASE 1 WALNUT SEALER & 2 COATS CLEAR LOW .,HEEN SHEEN CASING Z WALNUT SEALER & 2 COATS CLEAR LOW SHEEN SEALER 2 COATS CROWN i W UT CLEAR LOW -SHEEN GARAGE DOOR • E 2C LAD WOOD ( ) CASEMENT AND NT S TRANSOM UNITS INTEGRITY Y ICAP 7 (2) IN EG 332. 2 :INTEGRITY ICA 3371 - _ _ 2 2 9 X 2 3 51$ TRANSOM (} n A , _ _ 2 2 9 X 5 11 518 WINDOW 3 4 5 & 613.2 , INSTALL AS INDIVIDUAL NIT EACH IN ITS OWN ROUGH OPENING: RUN CONTINUOUS AZEK SUBSILL IJ UNITS, UNDER TRANSOM AND WINDOW UNIT. 108 POOL BATH 3 PORCELAIN TILE _ TILE ON BACKER BOARD.. _ �/8 GGB LEVEL 5 95/8" FINISH SEALER iA 2 COATS FLAT LATEX TILE - CASINGS 1 & 2 POPLAR SEALER & 2 GOATS MATTE LATEX SEALER & 2 COATS CROWN 1 PO , < MATTE LATEX D WALLS. : R N IN STRIPES ACROSS FLOOR INTO SHOWER UP WALLS CERAMIC TILE ON FLOOR AN L S U , 1 AND ON CEILING RETURNING ON FAC E OF SHOWER WALL TO CEILING. , F LAD WOOD 2 C 001 �) CASEMENT AND TRANSOM UNITS 2 INTEGRITY ICAP 3327 O 7 2 INTEGRITY ICA 33 1 O „ 2 2'-9" X 2 -3 5i8 TRANSOM OS, _ 2 -9 X 6-115/8' WINDOW ZUNDER ( ) 4 6 3.2 3 5& / INSTALL' AS INDIVIDUAL UNIT EACH IN ITS OWN ROUGH OPENING. RUN CONTINUOUS AZEK SUBSILL TRANSOM AND WINDOW UNIT: REEDED GLASS 1N LOWER CASEMENT WINDOWS. 109 SHOWER. PORCELAIN TILE - TILE ON BACKER BOARD - TILE ON BACKER BOARD - NONE INTEGRITY IOFD 6080 DOOR WITH NONE - NONE 110 STORAGE STONE TILE SEALER 1/2" M.R. WB / G LEVEL 4 FINISH SEALER & 2 COATS MATTE LATEX` 5/8 M.R.CB LEVEL 4 FINISH AT SEALER& 2 COATS FLAT LATEX BASE 2 POPLAR SEALER & 2 COATS MATTE LATEX CASING 2 POPLAR SEALER & 2 COATS 0 MATTE LATEX NONE _ G CLAD WOOD CASEMENT AND TRANSOM INTEGRITY ICAP 3327 INTEGRITY ICA 3371 , - - '4 2 9 X 2 3 518 TRANSOM; „ „ 2 -9 X 5 -11 518 WINDOW 3,4,5&6/3.2 INSTALL INDIVIDUAL UNITS EACH IN ITS OWN ROUGH OPENING.. REEDED GLASS IN LOWER , CASEMENT WINGOW.' INTEGRITY MULTI POINT 610/ 111. KITCHEN 6 WALNUT WOOD TRIP ON UNDERLAY SEALER THREE COATS SATIN URETHANE 1/2 M.R GWB LEVEL. FINISH 5 S AT SEALER & 2 COATS MATTE LATEX A WOOD ON 00 BEAMS „ VE 5/8 GCB LEVEL 5 SEALER & 2 COATS S L FLA T LATEX BA E 1 S WALNUT SEALER & 2 COATS CLEAR LOW SHEEN C 0 CASING 1 WF C S G WALNUT SEALER & 2 COATS R W SHEEN CEA LO S , . SEALER & 2 COATS d HAL F BEAM . CLEAR LOW: SHEEN C S AT MATTE LATEX WOOD TONE CABINETS. TWO COATS BEAM PAINTED WITH SEALER AND 0 S H CLAD WOOD ` AND E�IEN AND CASEMENT CS TRANSOM INFINITY CASEMENT WITH INFINITY AWNING OVER „ " _ _ 2 9 X 2 3 5(8 TRANSOM L ,I II - - 2 9 X 5 11 5/$ WINDOW '345&613.2 MATCH INTEGRITY SIZES WITH INFINITY WINDOWS. INSTALL AS INDIVIDUAL UNITS, EACH IN ITS OWN R OPENING. D IN LOWER CASEMENT WINDOW. RUN 11LET0 WINDOW AT INTERIOR. OUCH 0 ENf G. REEDS GLASS 112 SITTING SA 6 WALNUT WOOD TRIP ON UNDERLAY SEALER THREE COATS SATIN URETHANE ,I 1/2 GWB LEVEL 5 FINISH SEALER & 2 COATS MATTE LATEX. 1X6 POPLAR NICKEL JOINT W BEAMS PRIMER 2 COATS M & MATTE LATEX TT BASE 1 WALNUT T SEALER <& 2 COATS CLEAR LOW SHEEN CASING 2 WALNUT :SEALER & 2 COATS CLEAR LOW SHEEN ER SEAL & 2 COATS HALF BEAM CLEAR LOW SHEEN a .. WOOD TONE CABINETS. BAMS PAINTED WITH SEALER AND TWO COATS MATTE LATEX 00 0 113 PANTRY 6 WALNUT WOOD " TRIP ON UNDERLAY + SEALER THREE COATS SATIN URETHANE „ 1/2 GWB LEVEL 5 FINISH: SEALER &2 COATS. MATTE LATEX 5/8"GCB 5 FINISH - SEALER & 2 COATS FLAT LATEX BA E 1 S WALNUT SEALER & 2 COATS LOW -SHEEN CLEARC CASING 1 WALNUT U SEALER & 2 COATS CLEAR LOW SHEEN 0 S SEALER & 2 COATS CROWN 1 WALr1U C 0 CL EAR LOW SHEEN CLAD WOOD CASEMENT AND TRANSOM INTEGRITY ICAP 2927. INTEGRITY ICA 2971 „ 2%5" X 2 -3 5!8 TRANSOM I ,. „ _ _ 2 5 X 5.11518 WINDOW 4 .2 3 5&613 , 0 I i f I I WN ROUGH OPENING: UNITS, INSTALL AS INDIVIDUAL NTS EACH N ITS Q 114 DINING) LIVING ROOM „ 6 WALNUT WOOD TRIP ON UNDERLAY + SEALER THREE SATIN URETHANE „ 1/2 GWB LEVEL 5 FINISH .SEALER & 2 COATS MATTE LATEX 1X6 POPLAR NICKEL JOINT W BEAMS PRIMER & 2 COATS MATTE LATEX BASE 1 WALNUT U SEALER & 2 GOATS CLEAR LOW SHEEN CASING 1 WALNUT SEALER & 2 COATS CLEAR LOW SHEEN SEALER & 2 COATS HALF BEAM CLEAR SOW SHEEN WALL. PAINTED BRICK AT WALL AROUND FIREPLACE. BEAMS W HIND STAIR ON NORTH L WOOD WPJ1 BE W AT MATTE LATEX. POPLAR PAINTED WITH SEALER AND TWO COATS J GLAD WOOD - CASEMENT AND TRANSOM O ' .INTEGRITY ICAP 3727 INTEGRITY ICA 3771 , 3-1 X 2-3 518 TRANSOM II „ 3-1 X 5-11 5I8 WINDOW 3 4 5 & 613.2 I WN ROUGH OPENING. INSTALL AS INDIVIDUAL UNITS EACH IN 0 OU , 115 VESTIBULE 6 WALNUT WOOD TRIP ON UNDERLAY 'SEALER THREE COATS SATIN URETHANE 1X42 HORIZONTAL POPLAR NICKEL JT. SEALER & 2 COATS MATTE LATEX WOOD IN PATTERN SHOWN ON PLANS PRIMER & 2 COATS MATTE LATEX NONE _ CASINGS 1 POPLAR SEALER & 2 COATS MATTE LATEX NONE _ 116 POWDERW LNUTW00D TRIP ON UNDERLAY SEALER THREE COATS SATIN URETHANE 1/2" M.R..: WB LEVEL 5 FINISH SEALER & 2 COAT. MATTE LATEX 5/8 GCB LEVEL 5 FINISH SEALER & 2 COATS FLAT LATEX BASE 2 POPLAR & 2 COATS MATTE LATEX CASING 2 POPLAR SEALER & 2 COATS MATTE LATEX NONE TILE ACCENT WALL N WET WALL SECOND FLOOR WINDOWS 1 17 MASTER BEDROOM S WALN T WOOD 6 U TRIP ON UNDERLAY + SEALER THREE COATS S 0 ST SATIN URETHANE 1/2 GWB LEVEL 5 FINISH ` SEALER & 2 COATS MATTE LATEX 5/8 GCB LEVEL 5 FINISH SEALER 2 COATS FLAT LATEX BASE 1 WALNUT TCASINGS1 SEALER & 2 COATS CLEAR SATIN & 2 WALNUT SEALER :& 2 CHATS CLEAR LOW SHEEN EALER & 2 COATS•. CROWN 1 WALNUT LOW SHEEN ' WALL.(NORTH). WOOD WALL ON BED HEADBOARD WALL. NORTH .SEE INTERIOR ELEVATION 16/6.3. NO: TYPE MFG. MODEL NUMBER R.0, SIZE DETAILS REMARKS I i : 118 MASTER BATH 1 TILE 1/2 M.R. GWB LEVEL 5 FINISH SEALER& 2COATS <MATTE LATEX 5/8 GCB LEVEL 5 FINISH SEALER & 2 CHATS FLAT LATEX ' TILE CASINGS', & 2 WALNUT SEALER :& 2 COATS CLEAR LOW SHEEN S ER & 2 COATS CROWN 1 WALNUT LOW SHEEN CLEAR 0 119 HALL TILE. ,1/2 M.R. GWB LEVEL 5 FINISH SEALER 2 COATS MATTE LATEX - V 5/8 GCB LEVEL 5 _FINISH L 2 AT SEALER & COATS FLAT LATEX TI LE CASING 1 WALNUT S SEALER & COAT S E 2 S SHEEN CLEAR LOW ..HEEN ER & 2 COATS CROWN 1 WALNUT `; 0 HEN EAR LOWS E K CLAD WOOD AWNING INTEGRITY IAWN 4919 " „ 4-1 _ X 1 7 518 I I I 120 TOILET TILE - 1/2.I M.R. GWB LEVEL 5`FINISH SEALER & 2 COATS MATTE LATEX 5/8" GCB LEVEL 5 FINISH SEALER & 2 COATS FLAT LATEX TILE . ' CASINGS 1 & 2 WALNUT SEALER& 2 COATS CLEAR LOW SHEEN ER & 2 COATS CROWN 1 WALNUT G LOW SHEEN I L 5 CLAD WOOD ` O CASEMENT AND TRANSOM UNITS 5 INTEGRITY ICAP 291P' O (5) INTEGRITY ICA 2971: , „' „ 5 2 -5 X 1.7 518 TRANSOM O „ „ X _ (5) 2 5 5 11 5/8 WINDOW _ 3, 4; 5 & 6/3.2 N H OPENING. RUN CONTINUOUS AZEK SUBSILL INSTALL AS INDIVIDUAL UNITS, EACH IN ITS OW ROUE c UNDER TRANSOM AND WINDOW UNIT. 121 SHOWER TILE ON TILE BACKER BOARD TILE ON BACKER BOARD ' TILE ON BACKER BOARD' NONE _ WRAP TILE TO WINDOW _ NONE - 122 MASTER CLOSET S C Q 6 WALNUT WOOD " TRIP ON UNDERLAY + THREE AT SEALER RE COATS SATIN URETHANE II 12M.R.B 1 M G LEVEL 5 FINISH SEALER & 2 COATS MATTE LATEX „ 5/8 GCB LEVEL 5 FINISH SEALER & 2 COATS FLAT LATEX BASE 1 WALNUT SEALER 2 COATS CLEAR LOW SHEEN CASING 1 WALNUT SEALER 2 COATS CLEAR LOW SHEEN SEALER ER 2 COATS CROWN 1 WALNUT SAL & CLEAR LOW SHEEN M 4 CLAD WOOD O AWNING. UNITS 4 INTEGRITY IAWN 2919 O _ ,, 4 2 1-7 /8 O 5 X 5 313.2 & 413.2 IT OWN H OPENING. RUN CONTINUOUS AZF.K SUBSILL INSTALL AS INDIVIDUAL UNITS EACH IN S W ROUGH WINDOW UNITS. .123 MUDROOM TILE " 1/2 M.R. GWB LEVEL SFINISH SEALER & 2 COATS. _MATTE LATEX 1X6 POPLAR NICKEL JOINT SEALER &2 COATS MATTE LATEX TILE - CASINGS 1 & 2 - WALNUT SEALER & 2 GOATS CLEAR LOW SHEEN SE ER & 2"COATS CROWN 1 WALNUT CAR LOW SHEEN C I N (5) CLAD WOOD AWNING UNITS 5 INTEGRITY IAWN 3319 O " „ 5 2 -9 X 1-7 518 O 313.2 & 4/3.2 INSTALL AS INDIVIDUAL NITS EACH IN ITS OWN ROUGH OPENING. RUN CONTINUOUS AZEK SUBSILL IN,� U UNITS, WINDOW UNITS. 124 HVAC TILE 1/2 GWB LEVEL 4 FINISH SEALER & 2 COATS MATTE LATEX 5/8 GCB LEVEL 4 FINISH SEALER & 2 COATS FLAT LATEX TILE _ CASING 2 WALNUT T SEALER & 2 COATS CLEAR LOW SHEEN NONE _ 125 LAUNDRY TILE 1/2 M.R. GWB LEVEL FINISH SEALER & 2 COATS MATTE LATEX 1X6 POPLAR NICKEL JOINT SEALER & 2 GOATS MATTE LATEX TILE CASINGS 1 2 & N WALNUT f AER 2 OATS SEL & C N CLEAR LOW SHEEN ER & 2 COATS SEAL", I _ CROWP.1 WALNUT CLEAR LO W SHEEN RTP . PLA H ATSINK AND AT COUNTS 0 S E SPLASH 0 LAD W 5 C WOOD C)1(5) c CA., EMENT AND M NITS TRANSOM U `INTE INTEGRITY ICAP 3 19Z5 G C 37 _ O (5) INTEGRITY ICA 3371 , ff -9X1 5/8 TRANSOM_ , � X g� (5) 2 9 11.518 WINDOW 3, 4, 5 &.613 .2 N11NUO S AZEK SUBSILL 1 INDIVIDUAL UNITS Fr4C H IN ITS OWN ROUGH OPENING. RUN CO U INSTALL AS "TIL HT MULLION BETWEEN EACH NIT. 2 1 3/4 X 7114 LVL FULL HEIG U B UNDER TRANSOM AND WINDOW U ( ) WINDOW. 126 GARAGE CONCRETE EPDXY SEALER. „ 1/2 GWR BEVEL 4 � FINISH SEALER & 2 COATS MATTE LATE 518 GCB LEVEL 4 'FINISH SEALER & 2 COATS E FLAT LATEX 1X4 WOOD AT ' COATS SEALER & 2 .A S MATT LATEX E 1 WOOD X4 0 D SEALER & 2 GOATS EA R MATTE LATEX NONE , -- P ;, 2 CLAD WOOD i AWNING UNITS 2 INTEGRITY IAWN 2919 G If ;, 2 2 - ) Fa X 1 7 5/8 _. 3/3.2 &413.2 AZEK BILL VI UNITS, EACH 1N ITS OWN ROUGH OPENING. RUN CONTINUOUS SUBSILL INSTALL AS INDIVIDUAL U . , C WINDOW UNITS. SECOND FLOOR P ROOM ROOM FLOOR WALLS CEILING BASE CASING CROWN REMARKS Q CLAD WOOD CASEMENT AND TRANSOM UNITS INTEGRITY ICAP 2919 INTEGRITY ICA 2971 .. 2'-5" X V-7 5/8" oRANSOM 25X T-1 1 5/8 WINDOW 3 4 5 & 6/3.2 _ REEDED GLASS IN LOWER CASEMENT WINDOW. N0. MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH- NUMBER NUMBER NUMBER R (2) CLAD WOOD CASEMENT AND TRANSOM UNITS 2 INTEGRITY ICAP 2919 O 2 INTEGRITY ICA 2971 ( ) " „ 2 2 -5 X 1-7 518 TRANSOM. O _ _ 2 2 5 X 5 1 5 WINDOW () 1 /8 3 4 . & 613 .2 INSTALL AS INDIVIDUAL UMTS, EACH IN ITS OWN ROUGH OPENING. RUN: CONTINUOUS AZEK SUBSILL WINDOW UNIT. -- UNDER TRANSOM AND 0 201 -RING STAIR / GATHERING 6 WALNUT WOOD TRIP ON UNDERLAY c SEALER .THREE COAT., SATIN URETHANE 1/2 GWB LEVEL 5 FINISH A SEALER & 2 COATS MATTE LATEX BLV 518 GC EEL 5 FINISH ER AT SEAL & 2 COATS FLAT LATEX BASEI 1 LN T S WALNUT T SEALER & 2 COPTS S MATTE LATEX „ CASINGS vS 1 & 2 WALNUT AL SEALER & 2 COATS MATTE LATEX CROWN 1 WALNUT 0 U SEALER & 2 T S COATS . MATTE LATEX WOOD WALL BEHIND STAIR ON NORTH WALL � 202 STORAGE ALN T WOOD TRIP ON UNDERLAY SEALER THREE COATS .SATIN URETHANE 1/2 GWB LEVEL 4 FINISH SEALER & 2 COATS MATTE LATEX 5/8 GCB LEVEL 4 FINISH SEALER & 2 COATS FLAT LATEX BASE2 WALNUT CASING 2 WALNUT SEALER& 2 COATS MATTE LATEX• NONE ` .. ,.: INTERIOR DOORSCHEDULE 203 PASSAGE 6 WALNUT WOOD TRIP ON UNDERLAY + SEALER THREE COATS SATIN URETHANE 1 WBLEVEL 5 /2 G FINISH SEALER &2 COATS:.... MATTE LATEX B !8 G :LEVEL 5 5 _ G FA _ „", FINISH . SEALER 2 ATS & CO :. FLAT RTEX BASE 1 WALNUT SEALER & 2 GOATS SE MATTE LATEX CASINGS 1 ` 2 & WALNU f SEALER & 2:C ATS 0 MATTE LATEX CROWN 1 WALNUT EA 2 COATSWv. SEALER & MATTE LATEX 204 CAT TILE 1/2" GWB LEVEL 4 FINISH SEALER & 2 COATS MATTE LATEX 5/8" GOB LEVEL 4 FINISH _ SEALER & ` COATS FLAT,LATEX - ., TIDE CASING 2 WALNUT SEALER: & 2 COATS MATTE LATEX NONE _ �- � � NO. TYPE SIZE MQDEL NUMBER HARDWARE DETAILS REMARKS 205 BEDROOMBASE „ 6 WALNUT WOOD TRIP ON UNDERLAY SEALER +THREE COATS SATIN URETHANE 1/2 GWB LEVEL 5 FINISH SEALER & 2 COATS MATTE LATEX „ 5/8 GC8 LEV..L 5 FINISH SE'i�L�F,R & 2 C ATS FLATLAT€X 1 WALNUT SEALER '& 2 COATS .MATTE LATEX,. CASINGS 1 & 2 , - WALNUT SEALER.&2 COATS MATTE LATEX CROWN 1 WALNUT SEALER & 2 COATS MATTE LATEX FIRST FLOOR 206 4TILE BATHWALNUT _ 1/2" M.R. WB / G LEVEL 5 FINISH SEALER COATS MATTE LATEX 518 GCB LEVEL 5 FINISH SEALER & 2 COATS _ LATEX FLAT LA TILE -. - CASINGS 1'& 2 WALNU f - - SEALER:& 2 COATS.:. MATTE LATEX CROWN I WALNUT `SEALER & 2 COATS MATTE LATEX - 12 ONE PANEL MDF SHAKER " , " " 2 -8 X 9 0 X 1.3/4 TIMBERLAND SS1010 PRIVACY C , UT V€NEEk .N - , 207 LINEN TILE 1/2 M.R. GWB " LEVEL 5FINISH SEALER & 2 COATS MATTE L1TEX 5/8 GCB LEVEL.S� " FINISH I SH _ SEALER & 2 -COATS FLAT LATEX `` TILE CASING 2 WALNUT SEALER & 2 COATS MATTE LATEX NONE � �, 13 ONE PANEL MDF SHAKER " ,I „ 2 8 X 9 0 X 1 314 TIMBERLAND SS1010 PASSAGE ff i - , WALNU VENEER _. �. 208 CLOSET W D 6 WALNUT.. 00 " TRIP ON UNDERLAY + SEALER THREE COATS SATIN URETHANE " 1/2 GWB LEVEL 4 FINISH SEALER & 7 COATS' MATTE LATEX ` EL 4 5/8 GOB LEV FINISH S SEALER & 2 CO ATS FLAT LATEX BASE 2 WALNUT SEALER & 2 COATS MATTE LATEX CASING 2 WALNUT SEALER & 2 AT S COATS MATTE LATEX NONE �, i 14 ONE PANEL MDF SHAKER 2 8 X 9 0 X 13/4 " " " TIMBERLAND SS1010 PRIVACY WALNUTV E >= R ,,, 209 STORAGE „ 6 WALNUT WOOD STRIP ON UNDERLAY + ATS SEALER THREE CO SATIN URETHANE 1/2 GWB LEVEL 4 " FINISH SEALER & 2 COATS MATTE LATEX „ 5/8 GCB LEVEL 4 FINISH SEALER & 2 GOATS FLAT LATEX ' `SEALER BASE 2 WALNUT NU & 2 COATS MATTE LATEX AIN 2 W CASING G WALNUT SEALER & 2 COATS MATTE LATEX NONE - � ,: 15 F MDF ONE. PANEL D SHAKER , " " 2 X 9%0"X 13/4 8A TIMBERLAND SS1010 P.SSAGE ' , •. - N WALNUT VENEER 210 BEDROOM 6 WALNUT WOOD TRIP ON UNDERLAY SEALER +THREE COATS SATIN URETHANE 1/2 GWB LEVEL 5 " FINISH SEALER & 2 COATS MATTE LATEX 5/8 GCB LEVEL 5 FINISH SEALER & 2 COATS S LAT LATEX BASE 1 WALNUT SEALER 2 COATS MATTE LATEX EASINGS 1 & 2 WALNUT SEALER & 2 COATS MATTE LATEX , CROWN 1 WALNUT SEALER & 2 COATS MATTE LATEX a 16 ONE PANEL MDF SHAKER POCKET - _ 2 8 X 9 0 X 13/4 " TIMBERLAND,,. SS1010 _. ; POCKET HARDWARE OC N WALNUT VENEER _.-. 211 BATH 5 TILE _ 1/2 .R. G M.R. LEVEL 5 FINISH SEALER &2 COATS MATTE LATEX 5/8. GOB 5 " FINISH: SEALER & 2 CO. TS � �_ FLAT LATEX. TILE - EASINGS 1'& Z . WALNUT SEALER & 2 COATS' MATTE LATEX CROWN 1 WALNUT SEALER & 2 COATS MATTE LATEX ..., ,. 17 ONE PANEL MDF SHAKER 2'-8"X 9 -0 X 13/4' " TIMBERI AND PRIVACY WALNUT VENEER 212 SHOWER - TILE ON TILE, , . r BACKER BOARD -. .,_; TILE ON BACKER CSS1010 BOARD - TILE ON BACKER BOARD NONE NONE: - NQNE 18 ONE PANEL MDF SHA KER , " ,, " 2 8 X 9 0 X 13/4 TIMBERLAND SS1010 PRIVACY WALNUT VENEER ZiaCLOSET ,. 6 WALNUT WOOD TRIP ON UNDERLAY + `SEALER THREE COATS SATIN URETHANE 1/2 .GWB LEVEL 4 FINISH :SEALER & 2 COATS MATTE LATEX 5/8 GGB LEVE L 4 FINISH S EALER tx 2 COATS FLAT LATEX BASE 2 WALNUT SEALER.& 2 COATS MATTE LATEX CASING 2 WALNUT SEALER & 2 COATS' MATTE LATEX NONE 19 PAIR ONE PANEL MDF 2 2'-0" X T-0" X 1 314" O (2) TIMBERLAND ' SS1010 DUMMY KNOBS WITH ROLLER CATCHES WALNUT VENEER 3/4" 5/8" SQUARE BASE CAP 3/4" LOpLAR 1X8 iv .BASE 1 BASE 2 3- _ 11.01, 3" =1,-0„ 1" 3/4 3/4" SQUARE CORNERS BACK BAND - POPLAR 1X v d, CASING 1 CASING 2 3" -1-0 3 1-0 3/4" N M APRON 1 CROWN 1 3" =1'-0 UNDER WINDOW STOOLS 3" =1'-0 DOOR SCHEDULE EXTERIOR 00 UE L FIRST FLOOR NO. TYPE SIZE MODEL NUMBER HARDWARE DETAIL'S REMARKS WOOD AND GLASS PIVOT R.O. DOOR 5'-2"X 8'-0" EURO -WALL EURO -PIVOT DOOR PIVOT HARDWARE WITH 11 12 13 & 1 ENTRY DOOR, SIDELITE R.O. SIDELITE V-1 0912 X 8-0" WITH MATCHING SIDELITE AND ENTRY LATCHSET WITH T WITH FTRANSOM TO MATCH. DOOR AND SIDELITE WALNU H ULL GLASS LITE,SITE. SO AND TRANSOM R.O. TRAN. T-2" X T-3 5/8" TRANSOM CYLINDER LOCK 14/3.2. 2 OUTSWING FG 2 FLAT 2'-8" X T-0" X 13/4" THERMATRU S220 ENTRY AND CYLINDER L PANEL DOOR. NO GLASS. LOCK INSWING. FRENCH DOOR R. . " X 8'-0" DOOR 2'-9 5 /1 O 6 INTEGRITY I1FD 2880 WITH DIRECT TEG INTEGRITY MULTI POINT 713 2 8/3 2 3 WITH TRANSOM 2-95/16 X2-3518 G LAZED TRANSOM LOCKING SYSTEM '913.2 & 1013.2 TRANSOM OUTSWING FRENCH DOOR R.O. DOOR 5'-0" X 8'-0" 2 SIDELITES (.) INTEGRITY IOFD 5080 DOOR WITH IN CITY MUS OIN INTEGRITY MULTI POINT .2 3 7�3 8/ 2 4 WITH SIDELITES AND - - TRANSOMS X2-3518 2 7 S/16 X$ 0 TRA SO IOFD 2680 SIDELITES AND DIRECT , LOCKING SYSTEM 9/3.2 & 10)3.2 TRANSOM AND (2) 2'-7 5/16" X T-3 518 GLAZED TRANSOMS OUTSWING FRENCH DOOR " TE R.O. DOOR 6-0 X 8-0 2 SIDELITES O D � DOOR WITH INTEGRITY IOFD .608. 0 IN1E T GRITY MULTI POINT 7,13.2,13/32, 5 WITHSIDELITESAND _ X - TRAN MS -0 X 2.3 5/8 3 1 5/16.. 8 0 SO 6 IOFD 3080 SIDELITES AND DIRECT LOCKING SYSTEM 913.2 & 10/3.2 TRANSOM AND (2) T-1 5/16"X 2`--3 5/8" GLAZED TRANSOMS OUTSWING FRENCH DOOR , " „ ITE R.O. DOOR X8-0 2 SIDELITES O INTEGRITY IOFD 6080DOOR WITH INTEGRITY MULTI POINT 7/3.2 8/3 2 6 SIDELITES WITH S D SAND " " TRANSOMS 6'-0" X 2'-3 5/8" -1 1 X 8 -0 0 3 5/ 6 IOFD SIDELITES AND DIRECT LOCKING SYSTEM T 1 913.2 & 0 3 :2 TRANSOM AND (2) T-1 5/16" X 2'-3 5/8" GLAZED TRANSOMS OUTSWING FRENCH DOOR. " DOOR R.O. T-2" X 8-0 INTEGRITYMU INTEGRITY LTI,P INT 0 7 .2 3 13 , 8/ 2 , 7 WITH TRANSOM „ 2 . " TRANSOM 3 -2 X -3 5/8 IOFD 3980 LOCKING SYSTEM 913.2'& 10 3.2 E AND TRANSLUCENT STEEL A U CENT CLOPAY AVANTE WITH WHITE AY OC P CLO LOCKING. L K 8 PANEL OVERHEAD PANEL,OVERHEAD 101-01,X 9-0 GLASS PANELS PROVIDE OPERATOR, 1/3.2 & 2/z.2 GARAGE DOOR KEYPAD AND REMOTE STEEL AND TRANSLUCENT CLOPAY AVANTE WITH CLOPAY LOCKING. 9 PANEL, OVERHEAD 101-01,X 91-01, NLASS WHITElAMi ATE G PROVIDE OPERATOR 1/3.2 & 2r12 GARAGE DOOR PANELS KEYPAD AND REMOTE:. STEEL AND TRANSLUCENT CLOPAY AVANTE WITH CLOPAY LOCKING. 10 PANEL, OVERHEAD 101-01,X9-0 " LAMINATE LASS WHITE LAM AT G PROVIDE OPERATOR , 113.2&2/.2 GARAGE DOOR • PANELS KEYPAD AND REMOTE. STEEL AND TRANSLUCENT CLOPAY AVANTE WITH CLOPAY LOCKING. 11 PANEL OVERHEAD ,' „ 10-0 X 91-01. WHITE LAMINATE GLASS PROVIDE OPERATOR, 113.2&21.2 :GARAGE DOOR PANELS KEYPAD AND REMOTE. SECOND FLOOR OUTSWING FRENCH DOOR R.O. DOOR 6'-0" X 8'4'(2) SIDELITES INTEGRITY IOFD 6080 DOOR WITH INTEGRITY MULTI POINT 7/3.2,8/3.2, 40 WITHSIDELITES AND V-1 5/16„ X 8I 0" TRANSOMS _0" X 1 -7 5/8" IOFD 3080 SIDELITE AND DIRECT LOCKING SYTEM 9/3.2 & 101 2 TRANSOM AND 2 T-1 5/16" X V-7 5/8" {l M GLAZED TRANSOMS OUTSWING FRENCH DOOR R. . DOOR -0" X 8'-0" 2 SIDELITES INTEGRITY IOFD 6080 DOORWIT H INTEGRITY MULTI POINT 610/ 41 WITH SIDELITES AND - 1 " X 8'-0" TRANSOMS 6'-0" X V-7 5/8" 3 1 5/ 6 IOFD 3080 SIDELITES AND DIRECT , LOCKING SYSTEM /3.2 9/3.2 & 101 , TRANSOM AND (2) T-1 5/16" X V-7 5/8 „ GLAZED TRANSOMS .2 ONE PANEL MDF SHAKER 28-0 TIMBERLAND POCKET HARDWARE WALNUT'VENEER 20 POCKET X9X 13/4 SS1010 WITH LOCK ` ONE PANEL MDF SHAKER TIMBERLAND 21 2'-8" X9'-0" X 13/4" POCKET WALNUT ER POCKET SS1010 TIMBERLAND 22 ONE PANEL MDF SHAKER 2'-4` X 9 -0" X 1314" ,PRIVACY WALNUT VENEER SS1010 ONE PANEL MDF SHAKER ' TIMBERLAND ENTRY WITH 23 FIRE X 9 0 X 1314 FIRE RATED GARAGE DOOR FOR CODE REQUIRED SEPARATION. WALNUT VENEER. FIRE RATED SS1010 CYLINDER LOCK WILLIAM A. LE TH LD TIMBERLAND U 0 AR8902 (2) BLAND DUMMY KNOBS WITH 24 PAIR ONE PANEL MDF (2} 2'-0" X 9'-0" X 1314" WALNUT VENEER SS101a ROLLER CATCHES ONE TIMBER PANEL MDF SHAKER- - ,, LAND 25 2 -8" X 9'-0" X1314 POCKET WALNUT VENEER POCKET SS1010 SECOND FLOOR _ Ir TIMBERLAND „ ,_ " WALNUT VE -NEER 2 8 X 8 0 PASSAGE 30 ONE PANEL MDF SHAKER/ SS1b1 9, a _ P' TIMBERLAND . ' WALNUT _ ALNU VENEER , 31 2'-8" X 8 0 PASSAGE ` PANEL DF RAKER ONE A L M S SS1010 1 R , 32 ONE PANEL MDF SHAKER 2` 8" X $'-0TIMBERLAND ME " PRIVACY WALNUT VENEER SS1010 _ FLORIDA SEAL ONE PANEL MDF RAKER TIMBERLAND S" � WA ` T VEN LiVU EER 33 2-4'X 8 -0 POCKET . POCKET SS1010 REVISIONS. DATE. TIMBERLAND 34 ONE PANEL MDF SHAKER 2'-8" X 8'4' I MBER�AND PRIVACY WALNUT VENEER SS1010 TIMBERLAND '_ " '_ " WALNUT VENEER 35 1 PASSAGE ONE PANEL MDF SHAKER 8 X 8 0 SS1010 TIMBERLAND „ TV � WALNUT SNEER - U 36 ONE PANEL MDF 2'4' X 8-0 PASSAGE 0 SHAKER SS1010 - 37 ONE PANEL MDF SHAKER Z-8` X 8-0TIMBERLAND PRIVACYWALNUT VENEER DRAWN BY: _ ' DATE: SS1010 WAL 8/1/2017 „ 2 TIMBERLAND DUMMY KNOBS WITH 2 2 X8'-0-_ WALNUT VENEER 38 E P 0 PAIR ON ANEL MDF SS1010 ROLLER CATCHES APPROVED BY: TIMBERLAND 39 ONE PANEL MDF SHAKER 2'4- X 8'4' SS1010 PRIVACY WALNUT VENEER WAL TIMBER AN ONE PANEL MDF SHAKER L D �, I, ,, W UT VENEER DRAWING FILE. 17�71 . -0 X 8-0 POCKET ALN E POCKET SS1010 BUDNICK 3.1 SCH NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH FLORIDA DOOR WINDOW AND FINISH SCHEDULES OFFICE C P O Y ■ f; WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 i 389-5456 5456 FL. CORP. AA2755 I NOTES: 12-0 ,q g.0 G GAF HYDROSTOP LIQUID AF HYDROSTOP LIQUID GAF HYDROSTOP LIQUID APPLIED ROOFING. ON 314 , „ 4'-0" „ APPLIED ROOFING. ON 3/4 4 -0 ROOFING. ON 3/4., — —„ APPLIED R00 CDX PLYWOOD SHEATHING CDX PLYWOOD SHEATHING CDC PLYWOOD SHEATHING } ..:. ,1 COPPER EAVE DRIP < 1 1I2 k, r „ VE DRIP Y 1 1/2 COPPER EA �. 11/2" COPPER EAVE DRIP ,.x , .., ., x „< . , a ; r n SYSTEM 24 PRE-ENGINEERED ARTISAN V RUSTIC , I� SI DING (SMOOTH) ON , -x WOOD TRU SSES . 24w O.C. .. SYSTEM 2 PRE-ENGINEEREDN INEERE D SYSTEM 24 PRE-ENGINEERED HARDIE ARTISAN V-RUSTIC WOOD TRUSSES @24" O.C. HARDIE ARTISAN V RUSTIC WOOD TRUSSES 24 O.C. COMMERCIAL HOUSEWRAP ON AT ROOFS P SIDING (SMOOTH) 0N TYVEK SIDING (SMOOTH) ONTYVEK AT ROOFS (TYP) 1!2 CDX PLYWOOD SHEATHING AT ROOFS (TP) COMMERCIAL HOUSEWRAP 0N 2 CONT. 2X6 SYP #2 TOP PLATE COMMERCIAL HOUSEWRAP -0N 1/2" CDX PLYWOOD IL; 1/2 CDX PLYWOOD SHEATHING SHEATHING , i ,�, I : I Y AZEK V JOINT SOFFIT AZEK V-JOINT SOFFIT .. _ r � I SMOOTH CEDAR 1X6 V_ JOINT SOFFIT I , 4 �- CONTINUOUS 1.1/2 SMOOTH HARDIE CONTINUOUS 1112„ SMOOTH CONTINUOUS 11/2 SMOOTH HARDIE -r : FT �. ,RIM BED MOULD AT SOFFIT I _ TRIM BED MOULD AT SOFFIT TRIM BED MOULD AT SOFFIT �c ,- _:�_ CONTINUOUS 11/2” SMOOTH HARD c r CONTINUOUS 11/2" SMOOTH HARDIE r _ -- ' - I WITH f' , TRIM SUB SILL TO ALIGN WITH TRIM SUB SILL TO ALIGN rRIM SUB SILL 10 ALIGN WI 1H I WSUBSILLS. TRANSOM AND WINDOWSUBSILLS. TRANSOM AND WINDOW • L. TRANSOM AND WINDOW SUBSIL S I I �. r . -- I t I III : i I I� I .... SS STEEL FRAME E.ND STAINLESS CABLE HANDRAIL. 36 HIGH _- 1 THROUGH WALL FLASHING � `�- STAINLESS STEEL FLASHING. EXTEND AND COUNTERFLASHING ! o 10" ON ROOF AND UP WALL. (TYP) _ . � GAF HYDROSTOP LIQUIDUIDAPPLIED I --------------------. HYDROSTOP LIQUID APPLIED ROOFING TRAFFIC COAT DECK COATING ON „ 1/2 CEMLENTITIOUS UNDERLAYMENT SYSTEM. SEE SPECIFICATIONS. 3/4 COX PLYWOOD SHEATHING M : 11/2" COPPER EAVE DRIP ;' �� �1 , � 11/2" PREFINISHED ALUMINUM EAVE DRIP , SYSTEM 24 PRE-ENGINEERED x , AT .; WOOD FLOOR TRUSSES -, HEADER. SEE �t 1 n N N WINDOW H 1 :2O.C.AT FLOOR _ - II 9 0 r- •- HARDIE ARTISAN V RUSTIC SYSTEM 24 PRE-ENGINEERED. -11 1/2 SYSTEM 24 PRE-ENGINEERED o rn rn _ STRUCTURAL 9 HARDIE ARTISAN V RUSTIC ,- _� _, SIDING. SMOOTH ON WOOD FLOOR TRUSSES AT _, N N: (SMOOTH) WOOD' FLOOR TRUSSES AT N <., TIC SIDING (SMOOTH) ON CONT SYP #.. TYVEK COMMERCIAL - �� ARTISAN V RUS .HARDIE AR TEM 24PRE-ENGINEEREDO.C.AT FLOOR 49.2 O.C. AT FLOOR SYS 19.2 O C EK COMMERCIAL _ � � „ TYV COM C 2X6 LEDGERS HOUSEWRAP ON 112 CDX . TH ON TYVEK 5112 d 2 CONT. 2X6 SYP #2 TOP PLATE SIDING (SMOOTH) 3 WOOD FLOOR TRUSSES AT 16 O.G. HOUSEWRAP ON 1/2 CDX N ( ) PLYWOOD SHEATHING N 1 COMMERCIAL HOUSEWRAP ON COMMEFt R AT FLOOR PLYWOOD SHEATHING 1 D SHEATHING YW00 1!2 CDXcliN ��.: ., ...n <„ I cc c? - 11/2 FINISH GRADE r% `- 5 . EX7 ERIOR PLYWOOD BAND IF ! r -- ------------------ -- --- — - ._ 11/2" SMOOTH HARDIE TRIM -- 1 112 SMOOTH HARDIE TRIM . ,AT WINDOW HEAD 4'-0"' AT WINDOW HEAD -` I .. � TRANSOM WINDOW C, N TRANSOM WINDOW CONTINUOUS \ N 1 112 SMOOTH HARDIE TRIM SUB SILL TO ALIGN WITH u, f TRANSOM AND WINDOW SUBSILLS. M TRIM SUB SILL TO ALIGN WITH TRANSOM AND WINDOW SUBS,LLS. _ 1X12 SH PLAP C , CEDAR HORIZONTAL I SIDING STAINED ON TYVEK A E MENT WINDOW „ _ C5 m_ , WRAP ON 1/2 .COM COMMERCIAL HOUSE NT WINDOW M -E CASEMENT co CDX PLYWOODSHEATHING HEATHING : r o _. i> , SPF #2 2X6 BLOCKING AT SHEATHING JOINTS TYP t< , I r , I n, I I .< WILLIAM A. LEUTHOLD AR8902 SLOPING BRICK ROWLOCK SILL AT I �, WINDOW& TO ALIGN WITH T49P OF SLOPING BRICK ROWLOCK ATT' SLOPING BRICK ROWL0 CK AT --- PARTIAL BRICK WALL AT EXTERIOR BRICK BASE CAP- . P _ _ BRICK. BASE CA H USE PERIMETER. E 0 � m OF ENT _ ao PAINTED QUEEN SIZE BRICK ' 0 _— .----... --` -----_ _ _------- o PAINTED QUEEN SIZE BRICK _ i x VENEER R BASE N IF X VENEERNEER BASE PAINTED QUEEN SIZE BRICK V` () VENEERBASE x x x X x , ! V" X X % . FLORIDA SEAL /. \ \ . rr r f I / DATE. \ / REVISIONS. \ \ , �I WALL. FOUNDATION / r MU FOU \ , . REINFORCED / \ \ \ \ _ .r. ,.� SEE STRUCTURAL FOR REINFORCING. G .'x;' ;,, . � WALL. , . , ,.,.\ .. r ., REINFORCED CMU FOUNDATION AIALL, L.REINFORCED CMUFOUNDATION ;SEESTRUCTURAL FOR REINF RCING SEESTRUCTURAL R REINFORCING,_ .. ... ,_ , :.. \ / \\ \ EAN EAR / i � � � \ \, \ , TED CL \, � \ � \ / / \, \ \ / \ .. r \ / � \ \✓; ,� � 77 COMPACTED CLEAN EARTH D CLEAN EARTH . , r \, DRAWN BY. DATE. . \�. \. �r \. .\ \r. , ;, ,,., ;,.,,. ..;. r. ;. ; u�t \ \ � . ,\ ., ,.__. . � ._-.1..__x._1.. �.... / _1 , , . ,:. ... ,. -, ,_._::/ � ,. , . ___. . \ WAL 8/1/2017 77 \/\ APPROVED BY: WAL ,„ ,r „ „. ! aREINFORCED 24 X 12 CONTINUOUS REINFORCED 0 24- X 12 CONTINUOUS o .. „ _ o �- CONCRETE FOOTING . REINFORCED � � CONCRETE FOOTING ,- DRAWING FILE. - 24 X 12 CONTINUOUS � < I CONCRETE FOOTING a BUDNICK 5.1 WS I, ii NEW HOUSE , L ECTIO 5.1 2 -WALL SECTION 1/5-1 WALL SECTION /�►.1 WAL3/ „ _ „ „ : , . AT TWO STORY WITH WINDOWS - - � 112 1 d1 i 1/2"-1 0 AT SITTING /UPPER PORCH 1/2 1 0 AT TWO STORY WITHOUT WINDOWS BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA WALL SECTIONS OFFICE COPY 5ml _ I MULTI LAYER HYDRO -STOP LIQUID . .33/4 8_ 5112. 33/4n WILLIAM LEU1 I IOD APPLIED ROOFING SYSTEM. � CONT.11/2;I COPP_REAVEDRIP ARCHITECT INC. 2742 HERSCHEL STREET ILLE FLORIDA 2205 JACKSONVILLE, 3 .. SMOOTH HARDIE TRIM FASCIA AND DRIP .,� .._ � m - 389.5456. FL. CORP. AA2755 I �- 2X6 SPF #2 BLOCKING BETWEEN TRUSSES - NOTES. / / WEEPS " @ 24O.C. PAINTED QUEEN SIZE BRICK VENEER / THROUGH WALL STAINLESS STEEL WITH 1"AIRPA E WITH BRICK s c c Y9 FLASHING AND COUNTERFLASHING. RUN AT 16 O.C. MAX. HORI_. AND VERT. _ 10" AT ROOF AND WALL. / r 4 thick CANTiLVERED CONCRETE SLAB 11/2".COPPER EAVE RIP - x -9 TOP BAR 12 O.C. #4 3 @ ; "X #4 12" O.C. LONG DIRECTION \ . SYSTEM 24 PRE-ENGINEERED S S G 2X6 SPF #2 FRAMING 16" @ I o / -R TI HARDIE ARTISAN V USC WOOD ROOF TRUSSES 24 @ O.C. BETWEEN TRUSSES I <r MAJESTIC ECHELON 1172' ^ , #4 BENT BAR @ 16 O.C. DRILL 5' SIDING ON ir ;<r:x O.C. AT ROOFS (TYP) DIRECT V ENT FIREPLACE , AND EPDXY INTO REINFORCED (SMOOTH) TYVEK COMMERCIAL _ 16 MONOLITHIC THICKENED SLAB. „ HOUSEWRAP ON 1/2 CDX I ; LAP wl SLAB TOP REINFORCING PLYWOOD SHEATHING 4^ CONCRETE LAB RETE S ON GRADE w/WWF 6x6 W1.4xW1.4 OVER 1X V OINTSOFFIT SMOOTH CEDAR 6 J I � -. 6 MIL VAPOR BARRIER ON ( I ..._�. TERMITE TREATED COMPACTED FILL CONTINUOUS 1 1/2" SMOOTH HARDIE _ -- - - TRIM BED MOULD AT SOFFIT o r• , r , ,. _ .. 1 8 I I I' CONTINUOUS 11/2" SMOOTH HARDIE e G X x • TRIM SUB SILL TO ALIGN WITH G _ o TRANSOM AND WINDOW SUBSILLS. > co a _ I'I 14-6 x4-0 x10 deep MONOLITHIC i THICKENED SLAB AT FIREPLACE -II AND REAR $ CMU STEMWALL FRONT n w/ #5 @ 12 O.C, EACH WAY, #4 BENT BA <>; w/ #4 BENT BAR 16 O.C. DRILL 5 AND @ 2 -7 5/8 31 BOTTOM. u, EPDXY INTO REINFORCED MONOLITHIC THICKENED SLAB. LAP w/ SLAB TOP 4-0 x 14-6 r REINFORCING o r1 L L SECTION 3/5.3 PAINTEDUEEN SIZE BRICKVENEER Q_ WITH 1 AIR SPACE WITH BRICK TI / i n II = 1 /2 1-0 AT GARAGE G ES AT 16" O.C. MAX. HORIZ. AND VERT. -, ,.:..; TYVEK COMMERCIAL D WRAP ON 112 -' D PLYWOOD SHEATHING. G X 0 G. SEE STRUCTURAL FOR NAILING. r R-19 FG BATT INSULATION IS WALLS TYP .. 1 1D GAFHYDRO L QU 4 '-0" APPLIED ROOFING. ON 314 TOP OF SUBFLOOR < =- _, CDX PLYWOOD SHEA::: s : 11/21, COPPED EA VE DRIP , , v ✓�� � � , .. < X � , , � < x� >' . ., . _, _ _ . �, _ SYSTEM 24 PRE-ENGINEERED r WOOD FLOOR TRUSSES AT - N V RUSTIC HARDIE ARTISAN X SYSTE 24 PRE-ENGINEERED! 19.2 O.G. AT FLOOR IDING SMOOTH ON TYVEK 3 ) WOOD OOF TRUSSES AT 24 P N COMMERCIAL. HOUSEWRA 0 �, O.C. AT FLOOR f , 1/2 CDX PLYWOOD SHEATHING EL. 26 7 318 I l-1 / ..:SMOOTH CEDAR 6 1X V -JOINT SOFFIT CONTINUOUS 1 1/2 SMOOTH HARDIE t - :` .TRIM BED MOULD AT SOFFIT CONTINUOUS 11/2" SMOOTH HAR IE TRIM SUB SILL TO ALIGN WITH =' TRANSOM AND WINDOW SUBSILLS. I , a. Eo c., :.:GARAGE OO r 77 u, PIN BRICK ROWLOCK AT SLOPING R i N WITH TOP OF - WINDOWS TO A LG „ ti u PARTIAL BRICK WALL AT EXTERIORr 77 TER. ENTIRE HOUSE PERIMETER. OF E WILLIAM A. LEUTHOLD AR8902 77 i PAINTED' QUEEN SIZE BRICK Q PAINTED QUEEN SIZE BRICK VENEER BASE :> K VENEER BASE. F MU WALL BEYOND TOP O C - - ------ ----- -- - - - - — - -- --- --------- ----- --- E .1 n L 5-0 x x x x_ x x- , \, .. ,, FLORIDA SEAL ,. N REINFORCED 8 CMU ,, ,. .. ,, REVISIONS. FOUNDATION WALL17 ., .DATE. 211 1 REINFOR 24 X 12 CONTINUOUSG a A FOOTING CONCRETE FO ,- WEEPS AT 34 O.G. FILL CAVITY UNDER WEEPS. \ WITH MORTAR. DRAWN B DATE. WAL 8/112017 , . EL. 10-4 n a ; APPROVED BY: WAL = 4 CONT. WIDE X 12" DEEP CONC. E CO C =- FOOTING WITH 3 #5 CONT. DRAWING FILE BUDNICK 5.3 WS I - NEW HOUSE WALL SECTION 115.3 " _ I " AT GARAGE WALL SECTION 2/5,3 C) 1/2" =1'-0" AT BRICK TOWER AT PANTRY AND GUEST BATH BUDNICK - 112. 1-0 1 ELVA MARINA CIRCLE 125 S I ATLANTIC BEACH FLORIDA 9 WALL SECTIONS � - L r OFFICE 5m3 II , - i I WILLIAM LEUTHOLD ARCHITECT INC. C 2742 HERSCHEL STREET JACKSONVILLE FLORIDA 32205 389-5456 FL. CORP. M2755 NOTES: . ,. .-. y R FIVE DRIP .. ,.. / T, .......... Y S TEM 24 PRE-ENGINEERED ' SS WO 4 L.Fj ODROO TRUSSES 24" @ ' � HARDIE ARTISAN V -RUSTIC SIDING AT ROOFS P m' ) --:_ SMOOTH ON TYVEK COMMERCIAL �,. HOUSEWRAP ON 1l2 CDX PLYWOOD C9 ch o SHEATHING 2n AR X I FIT SMOOTH CES 1 6 V JO NT SOF CONTINUOUS 11/2" SMOOTH HARDIE TRIM BED MOULD AT SOFFIT 1 „ IE CONTINUOUS 112 SMOOTH HARD RIM B SILL TO ALIGN WITH T SU M AND WINDOW U LLS. TRANSOM S BSI oo 18' " 1'-51/2" _ -8 M 3/4" X 2 S.S TOP RAIL GAF HYD LIQUID APPLIED , _ ROSTOP Qt1 _co - TRAFFIC COAT: DECK COATING ON BOTTOM RAIL AND POSTS 10 N 0 COPPER FLASHING. EXTEND 0 • -- 112 CEM � = WITH S.S. CABLE INFIL. ENTITIOUS JNQERLAYMENT c, _ _ ROOF AND UP WALL. (TYP) 3/4 CDX PLYWOOD SHEATHING MEMBRANE ROOFING R00 . _ - n 11/2 COPPER EAVEDRIP - SYSTEM 24P ENGINEERED WOOD FLOOR USSES AT HARDIE ARTISAN V -RUSTIC M- � c x „ _ (3) FLOOR TRUSS GIRDER TRUS., <•,. q 19:2 O.C. ATF OR SIDING (SMOOTH) ON ,. SYSTEM 24 PRE-ENGINEERED � I ' _ ,y , I I TYVEK COMMERCIAL II WOOD TRUSSES @ 24 O.C. ' I) .I HOUSEWRAP ON 1/2 CDX _ �:I ILS: _ (3) 1.75 X 16 2.0E LVL � u ISI � �� i' I PLYWOOD D HEATHIN u L 00 SHEATHING MICROLAM FLOOR BEAM x II II : I 3 1.75 X 16 2.OE MICROLAM - BEAM I � _...� --- -- _ ----- ---�-- , � I -;- � ; SMOOTH CEDAR VJOINT 2X8 SPF #2 WALL FRAMING _ _T. -- i; _ f _ - L - �_-_ _ „ I T _-�--'--- CEILING 12 O.C. AT THIS STAIR: ---- -- -�- -- - - - L- Y. G - WALL ONLY. -- --- - .__ _ , � -- - --- - - - �_ -- � _ - _ - -- - r ,, 1 1/2 WALNUT TREAD _ _ -- -- -- - - -� -- - -- - - R-19 FG BATT INSULATION IN C EXTERIOR WALLS P i M I I I I 1 I 1 HIPLAP CEDAR i L 1X 2 S _ 7 _ 'T - - -- 1— - LLQ HORIZONTAL SIDING _ — - �� I � T - - - ; r r- �- —r.: ' STAINED ON TYVEK -1- a I _ I � ' COMMERCIAL D WRAP ON 1/2 CDX PLYWOOD � I _ � o r � � I I _ SHEATHING r --r- -T -r -�- : �- I � r � � 3 X 9 0 CASED ; l - - -- - o ENINGrQ VESTIBULE 115 tI SLOPING BRICK ROWLOCK I I I MAJESTIC ECHELON 11 72" DIRECT -- ..SILL AT WINDOWS TO ALIGN ---. -- -- �-, - -�- -� -r a l I I � VENT FIREPLACE s ; I I L_— r T I F PARTIAL BRICK : I WITH TOP 0 C I I I T ; WALL AT EXTERIOR OF - - , -I ----- -1- -- ------ L - ---- WILLIAM A. LEUTHOLD AR 7 _- - ,--- - � 890 ENTIRE HOUSE PERIMETER. i L -�- _-_- I : I I 2" THICK PRECAST LIMESTONE PAVERS ON 4 r ; ----- _ REINFORCED CONCRETE 1 - U r I SLAB AT PORCH FLOOR, r STEPS AND POOL DECK. (� - X X --X ,. X X X X X% X X X X X. X X % .,.: a X % x x. x x x x 'x x" x�—�t x x x x x ,: 3--- .. -, \ \ \ .. \ \ ` \ \ PAINTED QUEEN SIZE \ \ \ \ / ., / � - r / , ,. / BRICK VENEER BAS � ,, � � /;, / /, \ \ \ \ \ \ \ \ / � _ . _ ,. , , ,, ,/ ,,, FLORIDA SEAL T 4O.C.ILL / � f WEEPS A 3 O / / / ,. , / , \ REVISIONS: DATE: _ V TY UNDER WEEPS � CAI U \ \ \ \ \ \- i. WITH MORTAR. DRAWN BY: DATE: 24 X 12 CONTINUOUS n 4 a. REINFORCEDCONCRETE 0 WAL 8/1/20.17 FOOTING- P APPROVED BY: 2- 0 �:. WAL DRAWING FILE: DNI K' .4 W .' BU C 5 S NEW HOUSE WALLSECTION 1' 5.4 AL / 1/2" =1' ., AT BACK PORCH i -0 BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH FLORIDA WALL SECTIONS I OFFICE C4PY I. WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE FLORIDA 32205 k 389-5456 FL. CORP. AA2755 NOTES: i i , , it „T r l---------- SYSTEM 24 PRE-ENGINEERED WOOD TRUSSES @ 24 O.C. ; AT ROOFS TYP rn co Eo � yn 4,-0 4'-0" GAF HYDROSTOP'LIOUID , APPLIED ROOFING. ON 3l4" GAF HYDROSTOP LIQUID„ = CD APPLIED ROOFING. ON 3/4 X PLYWOOD SHEATHING \, . > : co COX PLYWOOD SHEATHING OPEN CELL SPRAY FOAM SU N 1112 COPPER SAVE DRIP ,> SYSTEM 42 TRUSSES AT 19.2O.C. AT FLOOR , �” d , ,' -;: _ HARDIE ARTISAN V -RUSTIC , � \: ,, HARDIE ARTISAN V RUSTIC x - SIDING SMOOTH ON TYVEK ;�SYSTEM 24 PRE-ENGINEERED _ OPEN CELL SPRAY FOAM - --- --- - SIDING SMOOTH ON TYVEK COMMERCIAL HOUSEWRAP ON �., s WOOD TRUSSES24 O.G. INSULATION @ COMMERCIAL HOUSEWRAP ON 1/2 CDX PLYWOOD SHEATHING „ 1(2 CDX PLYWOOD SHEATHING _ = iv _ .,;, - 4'/ to 7 -• , n; \ SMOOTH CEDAR 1X6 V -JOINT SOFFIT. AZEK -JOINT S NO VENTS. .VSOFFIT , ., 4-0 „ FLAT 2X6 BLOCKING TO 1 CONTINUOUS 1 1/2"SMOOTH HARDIE CONTiNU .US 1. SMOOTH HARDIE � UNDERSIDE OF TRUSSES ' ,_ I OU A TRIM BED MOULD T „ � , ao TRIM BED MOULD AT S' . IT BEAM AND SOFFIT 1 2 SMOOTH HARDIE TRIM ;.NTE RITY CLAD WOOD TRANSOM AT WINDOW HEAD n? . G 00 _ CONTINUOUS 1 1/2 SMOOTH TRANSOM WINDOW =� I TRIM SUB SILL TO ALIGN WITH TRANSOM AND WINDOW SUBSiLLS. -� � CONTINUOUS 1 1(2"SMOOTH HARDIE I _� , . CONTINUOUS 11/2" SMOOTH HARDIE: r, 2 2X6 SPF #2 FRAMING BETWEEN - -" TRIM SUB SILL TO ALIGN WITH TRIM SUB SILL TO ALIGN WITH BOOR AND TRANSOM: TRANSOM AND WINDOW SUBSILLS. n TRANSOM AND WINDOW SUBSILLS , 1X12 SHIPLAP CEDAR 1X12 SHIPLAP CEDAR _ r INTEGRITY CLAD WOOD DOOR H SIDING HORIZONTAL SIDING PIVOT DOOR � 0RIZONTAL _...., co(STAINED) ON TYVEK STAINED ON TYVEK T _ 'COMMERCIAL HOUSEWRAP HOUSEWRAPo { ON 1/2" CDX PLYWOOD N 1 2 DX PLYWOOD _ I 00 0 / C 0 SHEATHING ,, , SHEATHING IN: q 1 m S 0PIN L ROWLOCK SILL AT 3 SLOPING BRICK ROWLOCK SILL AT G BRICK C WINDOWS TO ALIGN WITH TOP OF = WINDOWS TO ALIGN WITH TOP OF _- . - - — --� .PARTIAL BRICK WALL AT EXTERIOR I PARTIAL BRICK WALL AT EXTERIOR OF ENTIRE HOUSE PERIMETER. ,_, OF ENTIRE HOUSE PERIMETER. WILLIAM A. LEUTHOLD AR8902 - SET THRESHOLD ON SLAB. SEE FINISH SCHEDULE OR - LIMESTONE PAVERS AT LANDING --35/4 ---- - -- ,. FINISHES .. AND STEPS - ---_ FLOOR _ VER AT LIMESTONE PA S S I _ TOP OF LA T HOUSE S SLAB A OU INC AND STEP __ LAND _-_- 1 EL. EL 5-0 _ 5-0 PE 1!2 , E1.15 0 i r . \ t \ „ PAINTED QUEEN SIZE BRICK EL. 14 5 \ r \, r NE Ln VEER BASE 1.14 51 " FLORIDA SEAL a EL. 1 -11 \, a r EL. 13'-8" S 0 S DATE. / _. _ T r � v ,\ Ila 771 X�l NX \ \ \ \ \, \ EL. t2'-4"/ . f, r r, .,r, r / / T-5 i2 0 \ \ \\\\XXN r r r _ ., -.24X12C CONTINUOUS U REINFORCED , DRAWN BY. DAT E. CONCRETE FOOTING WAL 8/l/2017 „ r \, WAL APPROVED BY. '..:: , 4" X 12„ _ = 24,� X 12, CONTINUOUS REINFORCED EL.10.4 2 CONTINUOUSo EL. 10-40 REINFORCED CONCRETE . r r CONCRETE FOOTING �, 3 � DRAWING FILE: FOOTING EL. 9-4 EL. 9'-4”'- $UDNICK 5.5 WS NEW HOUSE' WALLSECTION 1 /55 WALL SECTION 2/5.5. WALL SECTION 3/5.5 AT STORAGE 1 _ 1/21-0AT STORAGE 110 1/2 1 0 G� 1 0 1/2.. .1-0 AT FRONT DOOR BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH' FLORIDA WALL SECTIONS - OFFICE FLC E COPY WILLIAM LE TH LD U 0 INC. ARCHITECT LL r 2742 HERSCHEL STREET: , —�n JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES: Y .y 4 4: IIS Ili k 11 J� 2 H 1 S.S. CHIMNEY CAP COLLAR COUNTER FLASHING g I METAL CAP, SLOPE TOP \ i NO I r e � a .a� S L - - _ - --- MULTI LAYER HYDRO -STOP `L{ UID MULTI LAYER HYDRO -STOP LIQUID, Q - - - - — APPLIED 0 M SY ROOFING TE N 5/8" APPLIED ROOFING SYSTEM ON 5/8" O S -- --- --- COX PLYWOOD SHEATHING. COX PLYWOOD SHEATHING. --- ---- - - --- - - CUT P.T. SYP #2 JOISTS TO SLOPE --_. -__.__ -+----------_ _-- 1/2" FROM RIDGE TO EDGE. CUT P.T. SYP #2 JOISTS TO SLOPE -- -- -- - - 1/2" FROM RIDGE TO EDGE. '. -- -- -- -- ---- 11/2" PPER EAVE D CO RIP - -- �- --- -- SMOOTH HARDIE TRIM 'IA AND DRIP SMOOTH HARDIE TRIM FASCIA AND S FASCIA GRIP COTE NT DBL SYP #2 PLA - - CONT DBL SYP #2 PLATE ,' - -----..�� ..MAX � � STEEL RAILS AND SPF #2 STUDS 16 0 C STAINLESS STEEL RAILS -- STAINLE� STA AND o, WEEPS AT 16" O.C. POSTS WITH STAINLESS S TEFL POSTS WITH STAINLESS STEEL (1) PRE-ENGINEERED WOODD I TRUSS RUNS T.IROUGH - - > WIRE 3 O.C. BETWEEN WIRE @ O.C. BETWEEN 1 PRE-ENGINEERED WOOD p POSTS: POSTS. CENTERLINE OF TOWER. WEEPS TRUSS RUNS , THROUGH WEEPS COPPER -- COPPER FLASHING ANDCENTER:lNE OF TOWER. COUNTER FLASHING. RUN - _- --- - - --.:_ : -- ------ ; ,. COUNTER FLASHING. RUN THROUGH BRICK70THROUGH BRICK TO SHEATHING ROOF AND EF,,E DRIP S COPPER ROOF AND EAVE DRIP COPPER SHEATHING. -`- 1 1/2 COPPER EAVE DRIP a � _HARDIE ARTISAN V -RUSTIC ARTISAN V_RUSTf y �, .. - , . , , . , , _.- � 00TH ON AN V R 77 IDING SMOOTH ON ` SIDING (SMOOTH) HARDIE ARTISAN USTIC 27 TYtE COMMERCIAL i TYVEK COMMERCIAL ,. SIDING. (SMOOTH) H) ON CDX TYVEK COMMERCIAL ON 1/2 COX HOUSEWRAPON 1/2 PLYWOOD SHEATHING: PLYWOOD SHEATHING. , r HOUSEWRAP ON 1t2 COX jj PLYWOOD SHEATHING 2 I` 1.75"x16.0" 2.0E MICRGLAm "'; _ 2ply 1.75"x`16.0" 2.OE MICROLAM LVL BEAM, /, LVL BEAM. _ - FLUSH BEAM TO BE SIZED BY N t- STRUCTURAi ENGINl y BLOCKING AS REQUIRED ---- BLOCKING AS REQUIRED X ' �..1/2" CDX PLYWOOD _ -112 DX PLYWOOD SHEATHING EACH SIDE - - -:---_ __ _ SHEATHING EACH SIDE „ SMOOTH CEDAR 1X6 V,JOINTCEILING77j G - -- -- TH HARDIE i ,.TAINLESS STEEL RAILS AND CONTINUOUS 1 1/2 SI�100 .g .:. I ITHPOSTS WITH STAINLESSSfiEEL TRIM SW SILL LI NW , PAINTED QUEEN BRICK VENEER I tl� @3„ O.C. BETWEEN TRANSOM AND W{NDOWSUBSILLS. � >. , t , POSTS. : TYVEK COMMERCIAL D WRAP ON - - - - - --' 1X12 SHIPLAP CEDAR IPE TRW S X PLYWOOD SHEATHING PAINTED QUEEN BRICK 1/2 CD HORIZONTAL, SIQING Q K VENEER ON 2X6 SPF #2 FRAMING # 16 O.C. (SiAlNl-U)dN`ITVEK V 77 77mz COMMERCIAL HOUSEWRAP STAINLESS STEEL BRAC _ ON 112 COX PLYWOOD` <, TYVEK COMMERCIAL D WRAP ON -- PAINTED QUEEN BRICK VENEER I ”. -- - - ---- - SHEATHING 112 COX PLYWOOD SHEATHING__ *,.... STAINLESS STEEL TUBE BEAM STAINLESS STEEL RAILS AID r ON 2X6 SPF #2 FRAMING # 16 O.C. / ,. ,, TYVEK COMMERCIAL D WRAP ON i POSTS WITH STAINLESS STEEL pp { > '� 1t2" COX PLYWOOD SHEATHING — " _ - ---- O.C. BETWEEN 1 WIRE @ 3 �; '> � � '- ON 2X6 SPF #2 FRAMING# 16 O.C. -- - °° t .POSTS. r - i q ; , o 77 g IPE TREAD STAINLESS STEEL BRACKETS -- ---- - --- - STAINLESS STEEL TUBE BEAM ET - - - - ---- __ . SLOPING BRICK kOWLO K IL L AT , . , WILLI,& A. LEUTHOLD AR8902 LIMESTONE PAVER AT 4" CONC SLAB -- -- - --- TO ALIGN WITH TOP OF HEARTH TOP WINDOWS �,, PARTIAL BRICK WALL AT EXTERIOR - . III, : CONT. P.T. SYP #2 SILL PLATE 4 CO NC SLAB OF ENTIRE HOUSE PERIMETER. • I > / QUEEN BRICK CONT. P.T. SYP #2 SILL PLATE y� / PAINTED _ , e \ \ \ \ TYVEK COMMERCIAL D WRAP ON /, 15'-0" \\ \ EL. \ \\ \ \ \ PLYWOOD SHEAT LING \ \ \ /2 CDX n.. \77 RA , \ \ \ \ \ \ \ F #2 FRAMING # 16< O.C. \ \ -ON 2X6 SP I \ \ \ \ \ \ \ DIAMETER SONOTUBE _ -- - f 'I o FORMED CONCRETE a x x \ \ \ \ \ _. / _ FLORIDA SEAL \, \. EL: 13.6112 ., REVISIONS: DATE. \ \ \ \ \ 777 r , / a \ \ \ EL. 11' 8' a I — — — — — --� DRAWN BY. DATE. d - WAL 8/l/2017 L. I APPROVED BY: WAL 48 - 2-8 DRAWING FILE. l BUDNICK 5.6 WS NEW HOUSE LL E W SECTION 4/5.6 E SECTION 3/5.6 WALL SECTION 1../5.6 WAL SECTION 1/5.6 WALL S C " _ , „ _ " 1 „ ; '_0" AT REAR PORCH COLUMN 1/2 1-0 AT REAR l2 1 " _ .. 112 1 0 AT WALL ADJACENT TO PORCH FIREPLACE PORCH COLUMN 112 - 4-0 AT PORCH FIREPLACE BUDNICK A IR 1251 SELVA MARINA LE C C ATLANTIC BEACH FLORIDA' a WALL SECTIONS OFFICE COPY WILLIAM LE TH L l� 0 D ARCHITECT INC.C 2742 HERSCHEL STREET a, JACKSONVILLE FLORIDA 32205 389-5456 FL. CORP. W7 55 NOTES: IL :. ' A n x. y 110, VICKWALNUTTREADS — PAINTED POPLAR RISERS AND SKIRT n .• , _ T-8' _68 314 Af1VAN TECH SUBT READ. 41 3 STRINGERS CUT FROM SYP #2 2X1 2'S. ALONG WALLS AND ; MIDDLE OF TREADS. 1/2 GWB CEILING AND WALLS I, i WILLIAM A. LEUTHOLD AR8902 i I� 1 a 4 _ a t r y \ \ \ \ \ FLORIDA.SEAL REVISIONS: \\\\\\\ / r D \\\ // /ATE. DRAWN BY. DATE. WAL 8/1/2017 APPROVED BY. WAL DRAWING FILE: BUDNICK 5.7 WS NEW HOUSE 2 5.7 - WALL SECTION/ 1/2., _ 1 .-O" STAIR BUDNICK 1251 SELVA MARINA CIRCLE C E ATLANTIC BEACH FLORIDA WALL SECTIONS E - OFFIC COPY 75m CASING 2 I 5 I CANTILEVERED ANTILE HEARTH WITH LIMESTNE TOP I III I I I i i I I I I , I. I I 'CASING 2 I : : I I I : I : I : I I I I I a I I : I I : I , I I I I I a I : I I I I I : I ISI I .I I : II I h : O IJ : r I I I. 11 i J I I. I II I I I I I I II II I! �I I ! I I I: I I — I , I I II 1 I I I I III'! I II I I j it I 111j'I IIL , ! II } ' ' WILLIAM A. LEUTHOLD AR8902 : I LI : r.l I I I: : L, I II ,I I I : I I : I i I I : I I I I L l I : I I I I I I II I I I I I I I I I I I I II I i�! I �i II ;I I III I II, I: I I (,I I II IIII I,� I I III III. I ' I III I I IL I I I I 1. I I I I I I I I I � I I I I I I I I I I I I II I I I it I I I I I I I I I I I I : I I I I I I I I I I I I I I I III I l III, I I I I I II II 'I I II I I III I I III III I I I ,I ,, I I n II I I I Il I I I I I it I I,.II I , I ; : I L I I I IhLI II IIII I: II II :: I L.IJ'I iIIIILIJ: I II IIIL, III:: II .:II I I II I :..L::I I:, II III : � �,� � I I II II I II II I I I I I I I I I I I 1 , E � I I BAS I r II I I I I : I II I I I I: t tI I IIl I I I I I I: I : I I f>t II III I I I I I I l I I I I I I � I I � I I I I I II i I I - I I I I I I I I I I I I : I I t : : I : I I I I I I I I I I I I I II I I I I I I I i I II I I I L : i I I I I I I I : II { f I I I I I I i I I I I I I I I I I I I I I I : J : I I i : I : : I I I I : : I I I : INTERIOR ELEVATION 6/6.1 I I I II : : , I : II. I I III : L FLORIDA SEAL ; 3/8_1 -0 LIVING ROOM 114 I I : I : I :. I I : i L : I I I I I I I I L I I I I I I I I I I I i I I : I I I I I REVISIONS. .. DATE. I I I I I I L I I : II I I _ L I : I I I 1 I I I I : I I I I : I I I : : I I I I I I L I I I I I I I I : I : J : I I i I I I I Irl I I I I r II I : I l I_: I : I : I I I1 II I I : II I II I I I I I I f I I I : I I : n - l G : F I ( : II II I P I I I II I I L II r I I I I I I I I I L I I II I t I L IT I I I I I a II HALF BEAM. - I I SEE DETAIL • ::III I I I I n l: I � �: IL I I I : L I I , I I I I I I I I I I I i I : L : II I : I r� : I I I II I I I I W00D BEAMS I I : I I : I II II r I : I I II L DRAWN BY. DATE. I I IL IIS I :. II ,I I I I II, : J I I I III I WAL 1 8/1/20 7 _ I I I I II I I I I : I I I I I : I : I I II I : I I : I I : I II APPROVED BY. I I I I : I I : I I : I I I I I I I : I : I I , I : I I I _ I II : :I I I I I I : II I I I WAL i : I I : I II I II : I I I : I : I I L : I I I I :I I I I t > � I I I I I. I : I : I I , : : I t I I. I II I .I L: I I I : ( DRAWING FILE. I I : I I II I I I : II. : : I I I I 1 : : : BUDNICK 6.1 IE : I I : I I I , III : I I I I I LEVEL`5 GWB : L : L WALNUT RISERS II I I : : :. : I WALLS I :.: I I AND SKIRT _ : NEW HOUSE I : I: I I i Ir ;III I , I I I : I , I I II I I : I I . III II I II III II• I I: I I IIII IIIII II L _ ILI:II :II 1 : 1.:112THICK I K WALNUT 4'-0 X 9OCASED 11-0X9-0CASED TREADS TO CASING1OPENINGT0 : I — I:I : : : BUDNICK CASING 1 FOYER 101 KITCHEN 11 'I I I I I : : II I I Hill, 1251 :: I SELVA MARINA CIRCLE _ I I FLORIDA r - BASE 1 AND MATCH ,, , _ ATLANTIC BEACH O BASE AT STAIR SKIRT I l __:_ — ----- INTERIOR ELEVATIONS - — — BASE I "3I18N"TERIORE ELEVATION I ON 8/6 .1 OFFICE COPY INTERIOR7/6.1 DINING 1 LIVING ROOM 114. DINING / LIVING 114 3i8 1-0 6ml I I s N CROWN1 WALNUT II ..W ALN U T C ROWN 1 / ,II I II I LEVEL 5 M ' .R. G WB LEVEL 5 M.R. GWB WALLS WALLS CASING CASING TALL CA INE TALL CABINET TALL CABINET , I I I �III I II ---------I-L p+I II i,I: III ,I I Ir II III r!lI I III II I - : - n I j � I / E I I F I l I I II I O I L. I — I ,I I L I : I: I � I I I I I I I : I. II } II II : I, IL I FREE STANDING BATHTUB -- TILE BASE .� 'TILE BASE _ N T . EL EV 2/6.2, ELEVATION , 3/8. _ 1-0,, M 1 8 318"10" MASTER BATH 118 CR I WALNUT T CROWN 1 WALNUT CROWN 1 WALNUT WALNUT CROWN 1 LEVEL 5 M.R. GWB WALLS I I I I I CAS ING 2LEVEL M.R.M .R. G WB LEVEL 5 M.R. GWB LEVEL 5 M WALLS WALLS WALLS REEDE D GLASS IN WINDOW 'I II I I G O [2:0] I I WALNUT STOOL AND APRON �I a : - II TOILET TOIL TOILET JI TILE BASE TILE BASE TILE BASE TILE BASE I WILLIAM LEUTHO LD ARCHITECT NC.- 2742 HERSC HEL STREET JACKSONVILLE, FLORIDA 32205 - 755 4 6 FL. CORP. AA2 WALNUT CROWN 1 389 5 5 WALNUT CROWN i I VEL 5 M.R. GWB � LE NOTE. I : I WALLSI INTERIOR ELEVATIONS HERE ARE INTENDED TO SHOW THE BASIC LAY OUTS OF INTERIOR WALLS. DETAILS LEVELSM.R. GWB OPEN THALL 119 SUCH AS TILE PATTERNS, CABINET FUNCTIONS AND WALLSFINISHES ARE TO BE SPECIFIED BY THE INTERIOR II I � II DESIGNER STEPHANIE J ARVIS. THOSE SELECTIONS I I I VER THE SINr1 IDENCE 0 I AND SPECIFICATIONS TAKE PRE C � : CA I - - INFORMATIONSHOWN HERE. I II I I I I j I I I I I h I 'I I i% I I I J: �I Q �I ,I , 9 I : ,I I I I I e I I II L, I 1 I r i I I : I ; I I I _I BASE CABINET 0 FLOATING BASE .. M CABINET I 1, I INT. E L E 3 V. 3/6.2 INT. E L ■ /6 MASTER BATH .18 3t8" =1'-0" 3/8" =1'-0" MASTER BATH 118 TILE CEILING ON TILE TILE TILE CEILING ON TILE __— -- TILE CEILING ON TILE TILE CEILING ON BACKER BOARD BACKER BOARD BACKER BOARD BACKERBOARD II , : I , I iI ; I REEDED GLASS IN WINDOW I 16",X'24" NICHE WITH I' SHELF -- - I i TILE ON TLE BACKER TILE ON TILE BACKER TILE ON TILE 6ACKER -- TILE ON TILE BACKER BOARD BOARD BOARD BOARD SLOPE FLOOR TO SLOPE FLOOR TO SLOPE FLOOR TO SLOPE FLOOR TO -- _-_ -___ - - LINEAR DRAIN LINEAR DRAIN I -- -- -� — - LINEAR DRAIN LINEAR DRAIN 12 6.2 - INT. ELEV 10/6.2 INT. I�LEV■ fl/6.2 INT. ELEV. / ► T� ELEV. 9/6.2SHOWER 121 INT. EL I NT. ELEV. i /6.2 ANT. LEO. 8/6.2 IN ■ 2 ., " " �. �. SHOWER 121 3/8"= 1'-0" " 'SHOWER 121 3l8" = 11-0.1 SHOWER 121 3/8 i 0 INT. ELEV. 5/6 v . " _ , „ T 120 3/8 -1-0 TOILET 120 318 1 0 "_ " 3l8 �,1-0 TOILE 3/8 -1-0 TOIL1 1 " 1'-0 TOILET 120 _ I 3l8 'WALNUT WALNUT WALNUT __I rpr')lAm CROWN 1 — i I 1 CASING 1 CASING ING I I I i I TALL CABINET 25 I I I I I I i i i I I I I I i i I I I 1 I CUBBIES -- - TILE BASE TILE BASE II TILE BASE INT. ELEV. 19/6.2OFFICEN T . ELEV. 2Q/6 ■ 2 COPY INT■ELEV. 17/6.2 INT. ELEV.1V/6 2 3/8"-1-0 MUDROOM 123 3I81_0 MUDROOM123 602 _ ,_ „ - 3/8"-1-0 MUDROOM 123 3/8" -1 0 MUDR00M 123 II I i I I II - - -------- - I IL _ I I I I I I �(— I ---— ----- _— - ----- r II 12 6.2 - INT. ELEV 10/6.2 INT. I�LEV■ fl/6.2 INT. ELEV. / ► T� ELEV. 9/6.2SHOWER 121 INT. EL I NT. ELEV. i /6.2 ANT. LEO. 8/6.2 IN ■ 2 ., " " �. �. SHOWER 121 3/8"= 1'-0" " 'SHOWER 121 3l8" = 11-0.1 SHOWER 121 3/8 i 0 INT. ELEV. 5/6 v . " _ , „ T 120 3/8 -1-0 TOILET 120 318 1 0 "_ " 3l8 �,1-0 TOILE 3/8 -1-0 TOIL1 1 " 1'-0 TOILET 120 _ I 3l8 'WALNUT WALNUT WALNUT __I rpr')lAm CROWN 1 — i I 1 CASING 1 CASING ING I I I i I TALL CABINET 25 I I I I I I i i i I I I I I i i I I I 1 I CUBBIES -- - TILE BASE TILE BASE II TILE BASE INT. ELEV. 19/6.2OFFICEN T . ELEV. 2Q/6 ■ 2 COPY INT■ELEV. 17/6.2 INT. ELEV.1V/6 2 3/8"-1-0 MUDROOM 123 3I81_0 MUDROOM123 602 _ ,_ „ - 3/8"-1-0 MUDROOM 123 3/8" -1 0 MUDR00M 123 II I LE - TH LD_ WILLIAM U 0 ARCHITECT INC. 2742 HEIRSCHEL STREET JACKSONVILLE FLORIDA 32205 i WALNUT CROWN 1 WALNUT CROWN 1 389-5456 FL. CORP. W755 WALNUT I 11 I I : I :I II I, : I I I I f I I � .. NOTE: , I Ii TILELc CEILING C NTi LE ;. INTERIORd ELEVATIONS HERE ARE INTEND ED TO SHOW BACKER BOARD THE BASIC LAYOUTS OF INTERIOR WALLS.DETAILSA D APRON AND APRON XTILE CEILING 0N TILE WALNUT T00L WALNUT BACKER BOARD A it i III i 4 0 I, TILE TILE BACKER BOARD SLOPE E FLOOR TO I I LEVEL 5 M.R. GWB WALLS i I I ao HARDIE HARDIE ARTISAN V -RUSTIC - SIDING (SMOOTH) AT BASE FRONT. 7„ 2'-0" 3' 6" RIM GE MIC G L N I I t ; . , I I 1 ' II 1 I I I I II I I SUCH AS TILE PATT PATTERNS, CABINET BINETFUNCTIONSAND FINISHES ARE TO BESPECIFIED BY THE INTERIOR DESIGNER STEPHANIE JARVIS.THOSE SELECTIONS ----- I I I I I I I I 1' l I I i X — II I I F8_ I ANDSPECIFICATIONS TAKE PRECIDENCE OVER THE II � 1. I WALNUT VENEER RECESS BETWEE GRAIN DIRECTION I - ANELS WITH 1 1/2 ALTERNATE N EACH PANEL. : I -- -_ -- - —77 I II I I I .I _ INFORMATION SHOWN HERE. I I II I I I 1 I I I� I � r1 -- - 1 I I I LEVEL 5 M.R. GWB I I I I _ WALLS,, ' 1, GLASS ENCLOSURE I TILE N TILE BACKER BOARD I eo BENCH I BASE CABINET PE FLOOR TO , SLOPE , I TOILET LINEAR DRAIN iCROWN 1 3/4`FINISH GRADE AND R EXTERIO PLYWOODB I CONT HARDIE TRIM SUB SILL -' R UND H ALL A USE 0 0 - - 3/4" X 4" SOLID I - 1X12 T T OUTSIDEHOOD. VEN 0WALNUT CASING S H PLAP CEDAR HORIZONTAL SIDING. STAINED PAINTED SLOPING BRICK ROWLOCK CAP PAINTED QUEEN BRICK U N -- NEER AT VE BASE I '-8 1 0" 1'- 2 3 I i I I ao HARDIE HARDIE ARTISAN V -RUSTIC - SIDING (SMOOTH) AT BASE FRONT. 7„ 2'-0" 3' 6" RIM GE MIC G L N I I __ ___ I I 1 ' II 1 I I I I II I I _ _ ----- I GRILL 42 "LYNX I I I I I I I 1' l I I i DRAWN BY: DATE: WAL 811/2017 APPROVED BY: WAL DRAWING FILE: BU DNICK 6.31E NEW HOUSE BUDNICK A IRCLE 1251 5 ELVR MARIN C ATLANTIC BEACH FLORIDA INTERIORELEVATIONS I I INT. ELE \. 15/6.3 1NT . ELEV. 16/6. � ELEV. 3l8�11-0 POOL BAMASTER BEDROOM 17 3/8'-11-0.1POOL BATH 3108 3/8, 0„ copy 6m3 i , I i I I I I I I I I - _ _ --- I I 1 ' II 1 I I I I II I I , _ - - I I I I I I I 1' I I : I I: I I I I : j_ , i,II III; I I i — II I I F8_ I I I II I I I. III �I I I I II III IL I I, I I, I, - - - - - � 1. I WALNUT VENEER RECESS BETWEE GRAIN DIRECTION I - ANELS WITH 1 1/2 ALTERNATE N EACH PANEL. : I -- -_ -- - —77 I II I I I .I _ I I II I I I 1 I -- - I� I � r1 -- - 1 I I I - I I I I _ DRAWN BY: DATE: WAL 811/2017 APPROVED BY: WAL DRAWING FILE: BU DNICK 6.31E NEW HOUSE BUDNICK A IRCLE 1251 5 ELVR MARIN C ATLANTIC BEACH FLORIDA INTERIORELEVATIONS I I INT. ELE \. 15/6.3 1NT . ELEV. 16/6. � ELEV. 3l8�11-0 POOL BAMASTER BEDROOM 17 3/8'-11-0.1POOL BATH 3108 3/8, 0„ copy 6m3 i , ----------------------------------------------------------- -------------------------------------------------- HH - _ -- -- - It i I I POWER VENT KIT MODEL I I r T� —i r_ r -T � r r T H WILLIAM LEUTHOLD r l I I �I I 1 I I I 1 f d I i LPVK-110 IN FASCIA. I i I 1 I I 1 I I- 1 1 1 I t i I I IN I � ARCHITECT C. Ii I PROVIDE POWER, I ! I 2742 HERSCH€L STREET I 1 I I , JACKSONVILLEi FLORIDA 32205 I rI -------------=--------Fz Li 1 389-5456 FL. CORP. AA27 I =-- 55 r i f t I w p fi H fi g i 9 1 It ht I i I A , ELECTRICAL SCHEDULE I I 9 _ I I 1 A i , ,A DOWNLIGHT. N RA N I -4 1 T I _ A � 0 S C 0 OA 4 CAN I, ', 1 1 J I r 1 I I i 1 fi Q WITH NLCBC-451D 30 WW Ji` 1 1 AJ B SURFACE OR PENDANT CEILING FIXTURE BY gfiWNER. ----- I I I I fi I 33 I I t '� 0 INSTALLATION BY CONTRACTOR. I 1 i l SCONCE BY OWNER. G D INSTALLATION BY ' L III II1I-I II , F lLIIt1IIIi)FIIlI trittIIL!1iitIIiI1II ' _II1IrIIrI1 I ' �III11( `IIi1IIII --- �1,1II1IrIlIIIIIIrI IIi1II1IIf �-`"• , ,. �,.a '_ >1ItIII:1fiir1III, ^" ; —F 9LI III ifii `-1lit1iiIIC11ir 1fr ---i_-� -_ - �T1�d.'lI1I11IIIiIiItIIIIIIiIIIiiIIIIrLI -.—:li,, liii IrI!IIIIIIfIlLIIII!I!lIltIIIIIIiIIIA AA A IiiIaiiII1I� ,,1T11IIIIIILLIIIIIIiIIIIIIIIIiI1IItII1 Il i;. — .1IiItiIIIIIIIIItiIIIIIIIIIIIIiIII1I —y :llTL11iIIiIIIIIIII1IIIIIIIIIIIIIIIII 1ti1•III�IIIIiICIII— 1tIIIIIIII1IIIIIIi!IitII � `' _-LL11i1!4II1iI1IIIII1III1I1I1IIIII ItI1I1II11rII1tIIII1IIII1II1II .., �t �A�AApA- A , , a _ d< =a 1Ji,IIII1tiL1IfI tiiI!iIIiI L w P - _ - — - — , , ' _ 3d' 1tIfI1I11II1 -iiiiIIfIttIitiitItiIItii!II1IiItIIi1i ' A ` ; h� , r. ' 1 I t fi iIiIIrIi , r ' �11i1IIi1IIti - �ttII1itIIlIitI - eA F0CLo I , C CONTRACTOR ONTRACTOR E RECESSED LI G Y ° HP T E /, E. I. NX SH TAAU LSL TE, FDAfTN O �. CU -2 NUTONE 744 LED NT ELEC FOR MAKEUP MIRROR SIGHTS E UNDER CABINET STRIP. CSL -ECL: - " P 'R X O- W V T I D -3 E0 -3 OVER DOOR CLOSET LIGHT. --------- FG ----------9fi 9 LITHONIA UC 817120 SW 9fLED FMLN_ 48 840 LED WRAPAROUND ELUTRON GOUTILITY LIGHT. 2340 LUMENS -40W C C A,, 9 I 9fE _afi i I fi BRACKET LIGHT. SEEINTERI INTERIOR DESIGNER I I SPECIFICATIONS --- G I afi 2 LAMP LED FLOOD i , I I , d STEP LIGHT. NORA NSW -674 LED 120V BZ IN CEILING FOR 9fi 9fi E afI TELEPHONE OUTLET G OVERHEAD D00R 9f1 CABLE TV OUTLET OPERATORS E fi I -----1 MEDIA OUTLET WITH: 3 RROVIDE WEATHERPROOF DEDICATED 1-CAT_6E AND 1_RG-6 COAX M2 I fi r B �IRCUITAT WOOD DECK. LIGHT SWITCH 3 9fi 3 -WAY LIGHT SWITCH dDIMMER SWITCH G afi JAMB SWITCHF Oafi AHU-2 afi 110V AR FAULT INTERRUPTER DUPLEX G OUTLET 9fi 110V GROUND INTERRUPTER DUPLEX OUTLET A yP 110V WATERPROOF GROUND FAULT 9fi INTERRUPTER DUPLEX 0UTLET r 1 afi 20V OUTLET9f E i 9fi B L___ 9fi3 d C NTINUQUS!LED CEILING FANLUTROE afi LIGHT TAPP 0N 3d SIDE OF SrT1 3d 3d3 CEILING MOUNTED SPEAKER WITH ROOM afi VOLUME CONTR LG 9f L------------______ B L.____--__—^ E light afi � SMOKE DETECTOR fan wp CARBON MONOXIDE DETECTOR3 ; DDOORBELL DOORBELL CHIMES afi3d ! I 1 I afi afi 2 GIMBEL LED JUNG 2 LED DRIVER G2 06LM9fi WITH 2 LED DRV G2-6 TRIM H H , NOTES: L 1. CONTRACTOR SHALL PROVIDE CFIRECEPTACLES I N ALL LOCATIONS REQUIRED BY ALL LOCAL; STATE OR A NATIONAL CODES. IIf afi 11 2. PROVIDE POWER TO ALL APPLIANCES AND ELECTRICAL DEVICES PER MANUFACTURERS foor SPECIFICATIONS. fi 3. PLACEMENT F SWITCHES AT DOORS SHALL BE COORDINATED WITH CASING WIDTH TO CLEAR ALL CASINGS. B 4. ALL 120VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLET INSTALLED INDWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, L_________ _-_--_—_— _— — ---_—__-_—_----_--- --- PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, LED STRIP LIGHTS ----------------------------------=------------__-----_ RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR IN SLOT UNDER H ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED TREAD AT NOSING PK K ROTc_CTION OF THE BRA CH CURCUIT FBC R 3902.12. TING IS LED 5. ALL FIXED, CONTRACTOR SUPPLIED LIGH HIGH EFFICACY LIGHTING IN COMPLIANCE NTH THE A LUTRON FLORIDA BUILDING CODE. 3d 6. 400A SERVICE 3d 7. CTV AND CAT6 CONNECTION LOCATIONS ARE SUGGESTION ONLY. EXACT PLACEMENT SHALL BE 3MADE IN THE FIELD. 8. PROVIDE A CENTRAL VACUUM SYSTEM WITH THE3d d3 3 wp afi afi r—=---- --- MACHINERY IN THE GARAGE. ---------- ------ _------- 9. ALL SWITCHES SHALL BE PLACED 36" OFF THE — — — — — — — — — — — wp --------------- FINISHED FLOOR.wp I of—— ------- ----- -- d TALL d CABINET A gfi WILLIAM A. LEUTHOLD AR8902 fidb 9fplug afi afi fmould afi B A LM aft A I U `AI _ I� 9 fi a A . R RI F I_ A i fiEL I DIN e. f— CU- , t E E>; _ I fi 9, `I I r=-1 tD . , II rdFLORIDA SEALfiDIS.I d9fi REVISIONS: DATE:RANGEt aA ----------------------------------------------------------- F-------------------------------------------------_--------------------------- -------------------=------------------------ ---- - - —--------- 1 I , WILLIAM LEUTHOLD i ARCHITECT INC. 1 I 2742 HERSCHEL STREET I JACKSONVILLE FLORIDA 32205 ----�---------------------------- i ,� � , 389-5456 FL. CORP.. M27551\7� > K ELECTRICAL SCHEDULE r I DOVUNLIGHT. NORA NSIC-401 QAT4 CAN 1 a I WITH NLCBC451D 30 WW I -D � RFA R N � SURFACE 0 PENDANT CEILING FIXTURE BY I B , i D OWNER. INSTALLATION BY CONTRACTOR. i SCONCE. BY OWNER. INSTALLATION BY r t -D C t CONTRACTOR I 1 RECESSED LIGHT/EXHAUST FAN. D r 1 D NUTONE 744 LED NT i 1 � E UNDER CABINET STRIP. CSL -ECL -XX -WT -30-3 t F _ OVER DOOR CLOSET LIGHT: . LITHONIA UC 817120 SW t t i LED FMLWL 48 840 LED WRAPAROUND G UTILITY LIGHT. 2340 LUMENS -40W i i r BRACKET LIGHT. SEE INTERIOR DESIGNER -D H SPECIFICATIONS i � K H 2 LAMP LED FLOOD I- t D I � STEP LIGHT. NORA NSW -674 LED120V BZ TELEPHONE OUTLET TLET o I r t Q CABLE TV OUTLET MEDIA OUTLET WITH: r r 1 -CAT 6E AND 1 RG -6 COAX (M2) r i , r LIGHT SWITCH I t r r , i , r i 3 r r - LIGHT `WIT r 3 WAY L GH SWITCH C r r I _ d r 1- t i r DIMMER SWITCH C r r j r I JAMB SWITCH � v 11 OV ARC FAULT INTERRUPTER DUPLEX r r P OUTLET i F t r i ,-I r 110V GROUND .FAULT INTERRUPTER I � r 9 DUPLEX OUTLET r I U / r r f WP V ER PROOF GROUND FAULT i 110 WAT 00 G U r r r r' 1 .INTERRUPTER DUPLEX OUTLET , r I I r 220V OUTLET r l r I i r i T r , I I -11I r i r� r r r r r r r r r r r r r r r r r r _r. ritIt�IIIIbIIttt ' ,J. y 0 A, f�_ j ItIII,tItIII!ttt ,_ _ 1,II1IiIft!t ' �DLDB , C E ILING FA N afi r------`----- - K CEILING MOUNTED SPEAKER WITH TH ROOM B VOLUME CONTROLr - SMOKE DETECTOR CARBON MONOXIDE DETECTOR afi DOORBELL afi DOORBELL CHIMES 4 3 d 2�GIMBEL LED: JUNO 2 LED DRIVER G2 06 LM WITH Z LED DRV G2-6 TRIM NOTE: 1. CONTRACTOR SHALL PROVIDE GFI RECEPTACLES IN ----- --------- -- LED STRIP I HTS -- _ A_ 1tI1IItIIt,IIItI Vit�, a; < iiitItiti d " ALL LOC A TIO'NS R. E .. QUIRE D B Y A'LL LOCAL, STATE O R IN I NATIONAL CODES. TREAD ATc ING 2. PROVIDE POWER TO ALL APPLIANCES AND ELECTRICAL DEVICES PER MANUFACTURERS SPECIFICATIONS: 3. PLACEMENT OF SWITCHES AT DOORS SHALL BE COORDINATED WITH CASINGWIDTH TO CLEAR ALL CASINGS. 4. ALL 120VOLT, SINGLE PHASE, 15 AND 20 AMP BRAN C H CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES DENS, BEDROOMS,SUNROOMS, RECREATION ROOMS CLOSETSHALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CURCUIT FBC R,3902.12.K TING IS LED,5. ALL FIXEDCONTRACTOR SUPPLIED LIGH HIGH EFFICACY LIGHTING,IN COMPLIANCE WITH THE L---------------------- 00 _ ♦i i i i i i� - � tII11IIti,IIIi1t1f A- �-iIIIILiIIttF ,A- ---_ IIIIIII1,IIII, ,AA A • .I!t 1Irt — � +o� fi ©D fi 1l1{tII1ItIItfI1tIiIt,iIiII ILtI,iFttIII .' -< . ,. ,• ,-IItiItI,I1i11tIttIiI,1Itii1 i6Iir t, FFLORIDA D B FULIOLOD IRN. G C ODV , E . 6. 400A SERVICE 7. CTVAND CAT6 CONNECTION LO (CAYT1 n N ARE E SUG E TION NLY. EXACT PLACEMENT HALL B E MADE IN THE FIELD. 8. PROVIDE A CENTRAL VACUUM SYSTEM WITH THE afwp MACHINERY IN THE GARAGE. --— —-- —— 9. ALL SWITCHES SHALL BE PLACED 36"OFF THE af4d d 3 AWILLIAM A. LEUTHOLD AR8902 F afi EXHAU T AN. VENTTO afi afi d Y afi afi Fafi A FLORIDA SEAL REVISIONS DATE faSafi afi L ------------- fan afi 1 DRAWN BY. DATE. WAL 8/1/2017 APPROVED BY: d WAL DRAWING FILE. afi BUDNICK 7.2 ELEC NEW HOUSE BUDNICK _—__-- —------------------------------------------------------------------------- --------------------------------- 1251 SELVA MARINA CIRCLE ATLANTIC BEACH FLORIDA SE OVD FLOOR ELECTRICAL PLAN SECOND FLOOR 1l4 - 1 -adt ELECTRICAL PLAN NORTH OFFICE COPY " T2 L --------------------------------------------------------------------- j I t -------------------------------- ------------------------------ ------ TT Il 1 WILLIAM LEUTHOLD ,„ ,., ,„Ai8�'T-4"12'-4" I 44'-$, 3 8 27 �1 1 I 4-8 4'4(42 , 5.5 i 1 5.6 5.6 t ARCHITECT INC. „ „ 2742 HERSCHEL STREET 12x24 t2 x24 — e , 12x24 --- —== --- — t - - — - - — — — -- — — — — — — — — — -� JACKSONVILLE,FLORIDA 3220 r L _ _I 4 _ _ 389 5 56 FL. CORP. AA2755 v I STHD14 I ( I I I STHD14 I X x _ NOTES.. T8P 9F 3b4B- I EL. IT -8 1/2 I �, GE L , — — 12 x24 �I I 51 I , 1 k�% ( ,r " „ 12 x24 I I I _ _ 4 8x3 0x12 dee CONCRETE r AW CUT JOINT - - - --,1 -- -. __ 8 7 I --._LL_ I N I - i P .,� __ I I EACH WAY BOTTOM. — � J I I I _ 1 T I f _ 3. 0 � STFD14 I _ STHD14 1 I I - ----- I Ti70P�F'SCA�- , t - II i x f O _ „ I 1 312 I „ � ., 113'-91/2 _ 1 -6 x8 0x12 dee CONCRETE _ � r I 7 P _ I i i „ �? I - I 8dee THICKENED _ I DOTING w(#5 12 O.G Cu 2 I 8,13 I I I I I w SLAB !2-#5x6-6 SLOPE 1 AGHWAY BOTTOM. N I / t i I r I I _- / SAW CUT JOINT t I I SAW CUT I I , _I -I ' " f _ - -15-4 1'.2" I : 1 r W I I` _ I t I ADD #4X3 0 AT i , "x „ i I i CL -8.x4 0x12 dee CONCRETE I t I / P O .i o E CORNER o „ ' INSIDE OR I ' _ I II I, 1 � I 9 i I T N 12 O • i -OOTING G w/ #5 O C i I I _ coN I - i 8 wide x 8dee MONOLITHIC I I I I P - ---- --.. __ - - A H WAY BOTTOM. p t I -----__,_- - -__._ _ --- -- � THICKENED EDGE wl 1 #5 f- ` -1 7 � I� I I L _ CONTINUOUS l I I I C I 86 „ I I x M NOLITHIO 8"w de 8dee 0 I I P I� i SAW CUT INT TYPICAL I : L JO L ENED L D I THI K S AB E GE z I _ v I _ ND SHOWER STEP DO N 1 r AR )U O ,I < o 3 I � I 1- CONTINUOUS I w/ #5 _ i 1 I r I • I 52 1 13 ,, , .. v z 'U , I 1 I _ i _ i TEP DO N I o SAW CUT JOINT S � _ T DINTSLAB I SAW CU J� I I TOP OF °P ¢ . I �-13'cn 1 _ cn N I: r EL. 11 I 1 I I I I N 4!-8" F M I 1 i F . LAB W/ 6X6 W1.4XW1.4 TOP 0 SLAB 4 CONC. S a , I I I, EL94 5112. r WWFON6MILVAPORBARRIERON I----I--------------�_._ I I � I 1 I I I COMPACTED TERMITE TREATED SOIL { -I i l C9 L, „ 4 CONC. SLAB WI 1X6 W1.4 XW1.4 I I . „ I I I MONOLITHIC 8 wide x 8 deep MONO ,_ I I ----------- -----' - - '' 1 ' ;THICKENED EDGE w! 1 #5 WWF ON 6 MIL VAPOR BARRIER ON 1 I COMPACTED, TERMI E TREATED SOIL t I � CONTINUOUS CONTINUOUS. . I I -#5 CON NUO II � I i „ I I „ Lu I I T TSPS w(3 MIN: 1 10-0 I I I S a , I 1 { TOP OF SLAB : TOP F LAB o I 1 OF r O ON.,RETE COVERAGE J - I116 -0"I - I ,, 1 1_ cn :EL. 14 412 I I 4 7 _ i SHALLOW POOL co I I I SLOPE I I I 1 I I ( _ i I 4 I i N f" =--- --- ' 2-0 w x 1(h d MONOLITHIC I 4 � I 1 8.8 L I THICKEN�b SLAB w/ 3-l`5 I I { I 8.4 I - TOP OFSLAB I TOP OF SLAB , 1 CONTINUOUS i ,14'-7" „ 1 EL. 112 I EL. 13 91/2 11 5 9 12-4, 112 `1 3 6 — — — - - — — v 1 I i STHD14 -I STHD14 I I _ 1 1 I_ , W T INT SAW CUT JOINT SAW CUT JOINT SA CU JO I --= - I 1 _ I r 8x4 0 x12_dee CONCRETE L_ — I p I I DOTING wl #5 12 O.C, Uj 14 12x24 _ i I STEP DO N �,� I I I :__. CH WAY, BOTTOM. 1 I O_ I q f- � 1 pc SIMPSON 5THD14 EMBEDDED I � I _ 8.7 :.. I I I 1 N _I 1 I I i { STRAP. EACH SIDE OF GARAGE L i I I R OPENING, SEE DETAIL 218.8. _I Ali _ I SAW CUT JOINT ` _ _ _-_ _ _ foo o _ 1 2 a ; 10-4 2 0 I I o I ,� 3 N � THISREQUIREMENT IS IN ADDITION I _ I ,I 1 1 TO THE 1/2_PJ THREADED RODS INDICATED. TYPICAL 8 L CATIONS) ( - , TOP OF SLAB I EL. 1381/2 L— i r I 1 i D14 \ I I STHD14 STH 1 1 1 —TT* mvrr I � _ a 8.12 I � o : \ - L I_ `_ t — � 1 I _12 x24 1- = 1' $"w x 10"d MONOLITHIC o I THICKENED. SLAB wit 245 c� I 3 I 4 CONTINUOUS --------� 8.7 II 14'-91)2" SLOPE #5 CONTINUOUS „ i T STEPS w/ 3 MIN. L----------- - - - - - - - - - - ------------____-__------- ------ ----- ! _� ' 3-0-w3-OIx12d MC INOLITtiIC i 1 _ -- I 4 -I I CONCRETE COVERAGE , „ , „ , � THICKENED POST FO 1NDAT10N II 14-21!2 3-1 1/2° 1 5-Q : i 7 12 �l w 0 ND AD '`' I l3-#5£ONTINU U A D,. 3 I I 5 4 SA UT JOINT 1 #5x2 6 EACH SIDE;AOD <;:. t ;,, , i 8.7 I � ... di 4-O x10 dee MONOLITHIC - 1 , P - 4 cs#5x2-6 PERPE DICULAR ! P 1 ICKENED SLAB AT FfltEPLACE , ' „ � 1-11..:.12 3 4 19-2112 1 N wt #5 @ 12 O.C, EACH WAY, .. _—, I I t- aorroM. L ; 5.3 r I' , 1 I "-8"wide x 8 dee MONOLITHIC 5.4 I THICKENED EDGE w/ 1-#5 1 CONTINUOUS I ! i 4 -8 4'-8"x3'-0"x12"deep CONCRETE 4 -8X'Il 4'-8"x3'-0"x12"deep CO CRETE FOOTING w/ #5 @ 12" O.C, FOOTING wJ #5 12" .G, I o i = L �ACTi�it�� �b'hf EACH WAY BOTTOM. „ , „ I IIN � . CONTINUOUS 12 dx2-0 w r I 1 N v I �,. I AW T INT CONCRETE FOOTING wl v i r S CU JO a (3) #5 CONTINUOUS i I r -- I " I I ,, I TOP F AB C11M FOUNDATION W 0 0 SL Eo 8 CMU OU ON ALL WI„ 2 MONOLITHIC 3 O w 3 O I x 12 d MONOLITHIC 3'-6"w 3 61 x 1 d „ I 14'-41/2” L , wl x 8dee MONOLITHIC EL. #5 VERTICAL EACH CORN 8 de ER. I �- �- PI- F - TF FOUNDATION THICKENED POST FOUNDATION ATION ' THICKENED POS OU D 0 _ I 4 z z z 145 I K N D EDGE w/` 3 O.C.THCEE E EACHINTERSECTION,40= _ 1 @ I �. O O O I NT CONTINUOUS ADD I I , w/ 3 CONTINUOUS S A D ADD ' w/ 3-#5 C0 UOU #5 NUOU __ 9 I I CONTINUOUS ,1 LATIN IN - II AND . #5 CONTINUOUS 1 H, IDE. ADD 1 x _6 E. A -#5 x -0 -;EAC S , -#5 2' EACH SI DD r' 3 „ „ "4 I a _ 3-6 ,: I 30 _ � � _ I I ra: 1 1 2 � 2 ., ! 5 -4 I ,11 6112 2 1 1 r 0 l2 T R n OP COURSE 8 — t _ _PERPENDICULAR ,:�,. 4 4 cs #5x2 8 .:PERPENDICULAR cs.#5x3..0 I P P. : I . 1 -- I - -- --- _ II I I r I I ADD 2 #4X.3 -0 AT ¢ ¢ _ _ _ _ _ _ INSIDE CORNER 12x24 i -I r , I r I I co I _ _ _ 12"x24"- ------ ---- -- -- ----- ---- - - - - - -- - - - - - - - - - - - - - - I t -----� I r ! CUT JOINT —1 - ---- -= - I- SAW CUT JOIN IC L SAW I I - ...- - ---- ---- - I " WILLIAM A. LEUTHOLD L— --- CONTINUOU 12 d x 2 0 w AR8902 �- 11-51/2 _ CONCRETE DOTING w/ I „ I i _ I I _ I 3 #5 CONTI UOUS 1 N I 2 0 w x 10 d MONOLITHIC O ..- N ISLAB `i THICKENED W ! 3-#5 , I i THa .._. 8.10 I : i . 3 i I : O CONTINUOUS ►- _ IIi ,„I �� I z _ i 1 a.1 _ o z : I �, --- -- I I I _ , {HILAR _ i I S 1 s wl x 8dee MONOLITHIC I I 8 de MO : 2 .7 P 8 -- III I I 1 i � i / r : 8 CMU FOUN ATION WALL W! ( 6 l THICKENED LAB EDGE 5 .3 >I I D S : I. r #5 VERTICAL A H N I C CORNER, I � i N SHOWER STEP-DOWN WN I ADD 2 #4 X 3-0 AT 8 8 r- AROUND S Q ERS EP 0 ti I --. EACH INTER TI : � CON 40O.C. INSIDE CORNER i i wJ 1 #5 CONTINUOUo E 8.6 8 6 _ I AND 1 qtr TIN I � I 1 ( 0 UOUS IN - _ IL AR i : TOP COURSE , I 1- I 1 \ l " 1 L _ 1 FLORIDA „ I 10 DA SEAL - -- ---- --- - - -- � _ t10"dI ; , 6 10112 1l �, 1 8 w x 10 d MONOLITHIC 1 8 w x MONOLITHIC ,. BW -6W1.4 „ 4 CONC. SLA J 6X X W1.4 \ r 7 _ _ O 1 THICKENED SLAB w 2-#5 i THICKENED SLAB wit 2-#5 ADD #4X3-0 AT I p z - I L , f rn WWF ON MIL VAPOR BARRIER REVISIONS. DATE. I I I 6 ER ON _ 1� , II : L I NT CONTIN I CO INUOUS uou5 I 8.6 N �) I I I I NSIDE CORNER i' I 1 r, ,, I I 1 1- T T ,- I COMPACTED, TERMITE TREATED 12 x24. I I i CO E ED SOIL i - I `I TOP OF SLOB i I EL 150 I I 1 : I I SAW CUT JOINT I I I 51/ T-3 /2 SAW GUT JOINT er I I I I r r 1 I 1 I i I r ✓' i \ { I, 1- 2 X AT ADD #4 3-0 / „ „ I ''I I` I I 1 2x24 N L 8 wide x 8dee ` MO 0 IT IC I ECORNER I � I I INSID P _I 1 I , I 3 / i I I 1 - ' 7 - THICKENED KENED LAB EDGE 4 C S G v N I- _ x I1 C / I r ARC ND SHOWER .TEP DOWN _ r I r- 1 LATIN .- wl -#5 CONTINUOUS I I I L L M — ,_ I . _ I -1; 1 � F I e. T 0 SLAB I I TOP OF SLAB I , , ,r I I .' _ 45112 _ _ 1 I,_ I i EL 1 _ I , A2 #4X3 0 AT I EL.1b-0 � I I e,• 1 0 I _ N t 1 I i X IRNER ! CO v _ , _ I I I I L I I I --------------- N11 _ 12"x24" I 7,„ { f co TOP 0r SLAB EL. 0 1 I; � (V I 1- 13'-8" 1 16" 2 'I { I 5.5 i i DRAWN BY: DATE: i N � x WAL 8/1/2017 N , r i APPROVED BY.. I 1 WAL I 1 I I DRAWING FILE: II BUDI4 �-------y� ! 13'-8" 1 16" STEP QWN -----� ICK 8.1 FD ci 4'-0" 0 MIC LAM LVL ROOF DER BE kM ................ . .y r A aNa'' V s cn s W 389-5456 FL. RP. AA2 CO 755 cnc 5:2 _ cco o 1 Fm AM VL Ui ALUMINUM EAVE DRIP U- 0 0 0 BERS HARDIE ARTISAN V -RUSTIC U- STAIR 0 SYSTEM 24 0 IAB M � 4'-0" (2) 5"x11.25 Lu COMMERCIAL HOUSEWRAP w Lu iv Lu z .25" 2.0E ICR0 LAM tVL ROOF Z BEAM M w LOOR rrCL I I I 1 I iN II 10 - 1 8.8 2"x4" SYP No.2 CONTINUOUS - SUB -FASCIA TOP MIDDLE 3 AND BOTTOM. FASTEN w/ 5.5 4-12d RING SHANK COMMON 0 THE TOP IN ' WIRE NAILS T CHORD AND BOTTOM CHORD OF THE ROOF TRUSS I (2)1 75"x11.25 4'-0" .OE MIC LAM LVL ROOF DER BE kM ................ . .y r A -T - ---521,75"x16.0" 2.0E -Ir--rT,fS s CDX PLYWOOD SHEATHING s O N 389-5456 FL. RP. AA2 CO 755 3 5:2 _ cco o 1 Fm AM VL Ui ALUMINUM EAVE DRIP U- 0 0 0 BERS HARDIE ARTISAN V -RUSTIC Lu STAIR v SYSTEM 24 RE -ENGINEERED IAB M � 4'-0" (2) 5"x11.25 J55 COMMERCIAL HOUSEWRAP Q iv (2)1.75"x1 .25" 2.0E ICR0 LAM tVL ROOF HEADE BEAM y 4'-0" GAF HYDROSTOP LIQUID ARCHITECT C IN . E APPLIED ROOFING. ON 314" 2742 HERSCHEL STREET -T - ---521,75"x16.0" 2.0E -Ir--rT,fS LAYER CDX PLYWOOD SHEATHING MICROLAM LVL HEADERS OGETHER w/ 6 ROWS' ' 12d COMMON WIRE NAILS 12" O.C., EACH LAYER 389-5456 FL. RP. AA2 CO 755 11/2" PREFINISHED m m I, 1 Fm AM VL Ui ALUMINUM EAVE DRIP I BERS HARDIE ARTISAN V -RUSTIC FOR STAIR SYSTEM 24 RE -ENGINEERED IAB M � (2) 5"x11.25 .OE COMMERCIAL HOUSEWRAP iv wl5.6 1/2" CDPL0 D S W �INL i r I � fhi 4� I 1 is I I 1 I I I I I I I I t I I I I I 3)2 $ L= (2)2"x8" LOOR (2)2"x8" I I I 1 I iN II 10 - (2)2"x10" -- - , ( MIC LAM LVL ZOOF 21.75x1 1, 25"; 1.0E CONTINUOUS 1 1/2" SMOOTH HARDIE I I ( 2'x10r TRIM BED MOULD AT SOFFIT 2X6 SPF #2 WALL FRAMING @ 16" O.C. Lu WITH CONT. DBL SYP #2 TOP PLATE. FLOOR SIGN D 0 N F TOGETHER wl 5 ROWS 12d OMMON -_ - LLPI o TY C AL TRUSS BEARING IN ADER BE M VL ROOF I � � z I I LOOK' SIGN I E L - 40:)3F 1' v 0 ci 61/2" DEEP POCKET IN y A HEADE EAM I (2)2"x8" (3)2''x10° II f (3)2"x8 .7 0 % TRUSS. TOP OF PLATE AT - -- .7 21 5 " O „ 2. E 60 0 Nvv �.. 314 STURDI FLOQR SUB FLOOR I PLYWOOD THING. SHEA GLUE AND ' w r3U 11'-7 3/8" ABOVE SLAB. ss FASTEN TO FLOOR TRUSSES w/ 10d -- --- - I� I- I 1 1 -i- I - -1 IN IOR - ARIN ALL -RING SHANK COMMON WIRE NAILS C - -- I -- - - --- -- LU Cn Z Lu @ 4" O.G. EDGES AND 6" O.C. FIELD I RO ,II I� I i x 22 TURDI-FLOORS B FLOOR 3/4 S U 00 " I I cDco w= O. J 2"x4" SYP No.2 CONTINUOUS LLJ N I I I i I I I I cl LL -- -� EEN GIN RED R 0 F TRUSS 2411 0. . m J TOP, MIDDLE, X � � 2 I I I I . -o N\ N T FLOOR TRUSSES w/ 10d FASTEN 0 c�_ I� I. I AND BOTTOM. FASTEN w/ J�m o u- W U . �.� v U 7 8.1 I i II II I I I I U 1 I ;I I , 412d RING SHANK COMMON RING SHANK COMMON WIRE NABS I TYIC AL INT [OR WAL I I --- --- -: .;: O Q ILIII I II WIRE NAILS INTO THE TOP @ 4 O.C. EDGES AND 6" O.C. FIELD PL E NEIGH : ll' -07/81 u - ------ -#I--I - 1 -1- �Z g i I i I M CHORDANDBOTTO CHORD OF THE ROOF TRUSS _ I, mLLLL N E R BEA W NG1 1.76'x1 -PREENSIdEEH D per' 'IF ED -84741 -ff'X8 z � PREENGIN J a I T l ,. BUSSES ll I W I ....,... I - I� 3 PREENGINEERED ROOF TRUSSES @ 24 O.C. 2.0E N 0 to I _ � li W o I y_ _ I STEM `PRE. IN 0 o D WO 1 8, 2 o z - a -- -PI OPEN DECK DESIGN CRITERIA. COR QI=5IGN-QEAQ4.=_ 20 DQC 1 !PSFjFL00RDESIGN LIVELOAD 60 TRU fS AT CO EVEL i cn t � cr 5.3 W ----- w c° Ii aU- SV FL0 FRAMI1 A O.C.. - J � o to o 3/4" STURDi-FLOOR SUB FLOOR PLYWOOD SHEATHING, GLUE AND 3/4 CDX PLYWOOD ROOF SHEATHING. II. J f =a� v RING SHANK COMMON WIRE NAILS , - 0 I FASTEN TO PREENGINEERED WOOD ROOF PREENGINEERED ROOF I co J CD p 0 TRUSSES w/ 10d COMMON WIRE RING SHANK I. LU( 32xu10n NAILS 3" O.C. EDGES AND 6 " O.C. FIELD @ N io _ II I, III Ij 1 I I I I INTERIG R BEARIN WALL I I i i I I I II ' fT TERIOR EARING V ILL rl III I 5 F�_�-,� 0 J5 �Q'a Q c W y 4'-0" GAF HYDROSTOP LIQUID ARCHITECT C IN . E APPLIED ROOFING. 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ON 314" 2742 HERSCHEL STREET -T - ---521,75"x16.0" 2.0E -Ir--rT,fS LAYER CDX PLYWOOD SHEATHING MICROLAM LVL HEADERS OGETHER w/ 6 ROWS' ' 12d COMMON WIRE NAILS 12" O.C., EACH LAYER 389-5456 FL. RP. AA2 CO 755 11/2" PREFINISHED x z 1 Fm AM VL Ui ALUMINUM EAVE DRIP COORDINATE LOCATION - 'RAMING ME 0 C ON Q BERS HARDIE ARTISAN V -RUSTIC FOR STAIR SYSTEM 24 RE -ENGINEERED IAB M � FIXTURELOCATIONS. GAT ONS. ' WOOD TRU SES @ 24" O.C. COMMERCIAL HOUSEWRAP iv wl5.6 1/2" CDPL0 D S W �INL i r I � fhi 4� I 1 is I I 1 I I I I I I I I t I I I I I 1 PLYWOOD SHEATHING. TH G. GL JE AND FASTEN L= TO FLOOR TRUSSESw 1 R / 0 RINGSHANK LOOR - I I I 1 I iN ITERI 10 - -- - , m i n NOTE: SPLICE ALL MULTI-PIY 2'"x8"AND 2'x10 SMOOTH CEDAR 1X6 V,IOINT SOFFIT I CONTINUOUS 1 1/2" SMOOTH HARDIE I I ( 2'x10r TRIM BED MOULD AT SOFFIT 2X6 SPF #2 WALL FRAMING @ 16" O.C. WIRE NAILS @ 12" O.C., EA(H LAYER WITH CONT. DBL SYP #2 TOP PLATE. FLOOR SIGN D 0 N F TOGETHER wl 5 ROWS 12d OMMON WIRE NAILS 12O.G. EA H LAYER x I � � I I LOOK' SIGN I E L - 40:)3F J cli II f - -- .7 21 5 " O „ 2. E 60 0 Nvv �.. 314 STURDI FLOQR SUB FLOOR I PLYWOOD THING. SHEA GLUE AND ' FASTEN TO FLOOR TRUSSES w/ 10d MICROLA LVL FLU I I I II -RING SHANK COMMON WIRE NAILS C - -- -- ,I I - I @ 4" O.G. EDGES AND 6" O.C. FIELD I RO BEAM x TURDI-FLOORS B FLOOR 3/4 S U 00 " I w= O. J LLJ N cl LL -- -� PL D SHEATHING. YW00 S GLUE AND I m J X � � 2 8.10 . -o N T FLOOR TRUSSES w/ 10d FASTEN 0 J�m o u- W U . �.� v U 8.1 U I , RING SHANK COMMON WIRE NABS I I H F .;: O Q @ 4 O.C. EDGES AND 6" O.C. FIELD 0 �Z g � I, mLLLL N E R BEA W NG1 1.76'x1 W Y Wp -ff'X8 z ZJ W.W. ll I W I o vz - 3 .7 x11.25 5 2.0E N 0 - 3 rn I y_ 1 8, 2 -- -PI OPEN DECK DESIGN CRITERIA. COR QI=5IGN-QEAQ4.=_ 20 DQC !PSFjFL00RDESIGN LIVELOAD 60 4 aU- SV - J o to o 3/4" STURDi-FLOOR SUB FLOOR PLYWOOD SHEATHING, GLUE AND J FASTEN TO FLOOR TRUSSES w/ 1 Od =a� ca RING SHANK COMMON WIRE NAILS , @ 4" O.C. EDGES AND 6" O.C. 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O I OFFICE CDP MIN F SECOND FLOOR ROOF RAMING PLAN 1/4 1-0 i 8m3 I NORTH , /QVINA, R I I It I' 'I lie', II l ®®�,I I®ISI +w�I�- i FASTEN TO PREENGINEERED WOOD ROOF I BLOCKING_(TYPICAL)- _ - - _ HEADER EAM- I; __j, ,' _ - - - - - i 4'-0" 1 3/4 CDX PLYWOOD RPOF-SHEAT-RING. - -- I I GIRDER .TRU _ � WILLI,JNA.LEUTHOLD AR8902 - F 1 FASTEN T PREEN REENGINEERED R00. -- - --- - FAS E 0 G I WIRE RING SHANK I -- I� TRUSSES w(10d COMMON U 5 i NAILS @ 3" O.C. EDGES AND 6 O.C. FIELD _ . _. -___----_-_ TRUSSES wl 10d COMMON WIRE RING SHANK , NAILS @ 3„ O.C. EDGES AND 6'0'.C. FIELD,. l 1 i SYST M 24 PRE NGINEE D I I' TYPICAL EXTERIOR R WALL � I TYPICAL EXTERIOR WALL 1 : ” T I "ALL " W00 TRUSSES AT 24 D.C.0A TRUSS BEARING IN 9 314 5 - TRUSS BEARING IN 9 314 ; 1 ' , .., R00 FRAMING TYP j o� �. , t J ) POCKET .N TRUSS. - DEEP POCKET IN TRUSS: � I - DEEP OC I x ; a I _ I I I I _ F I � I 0 1518 .-- T P F PLATE AT 10 15/8 I TOP 0 PLATE AT 1 0 0 Q � b- I ,� r I I; I N 1 - - - __--. ' I �-- , ABOVE SUBFLOOR.1 _T11 ABOVE SUBFLOOR. � \, cn zl I w ,. V U): 1 8 5.3 I 1 II cn2„x4 P 2 , ;10 (2)2 x8 BLO INCoYG 1 RFLEOVRISIDIOANSEAL oO o2 RIDGE RIDGE U- a DATE. 0 cm : i i o � v 1 I I f I I - 2"x4" SYP No.2 HIP --- - ----- + I I ra' ; <! Lu _ _------------ I O x w I BLOCKING PICAL N m I w " " , I " I w 2 x SYP o.2 FLAT TTACHE TO I 8 2 x SYP No.2 HIP R R F TR FRAMING I LOWER 0 S I O I, I I BLOC INGTYPI AL _ , ( ) 1 I z ECT ION 2 1 EW AT CH INTE EC IMP N H2. ANCH R 0 SC S S SO 5 C # TOWER R F FRAMING PLAN 1 EACH --- _I I EAC 0 " _ _ _=I _ : `. DRAWN BY. DATE. 1/4 1-0 I " YPN I S �� ME w : ovE l2 I 5.5 WAL 8/1/2017 ;� ti 1 1— A w JIr - J OVERF MING ERS -, 6 G APPROVED BY. 24 C Q _ cS' I I " -Y 1 1 S i 0 � o 2x4 SYP No.2 CONT NU US I cWAL C P,ID E cm 1 I 1 UB FASCIA TO M DL 17 1 2. E 3 .5x 5 0 ) I, FASTEN w ; R LAM L ROOF AND BOTTOM. w @3 I , C 0 �DRAWING FILE. I co M i � HEADER 1 RING HANKCO MON . I I"" 4 2d I S LU w i : BUDNICK 8.3 FR w 3 2 2 2 x8 I WIRE NAILS INTO i HE TOP Z w _ I _ _ ! C7 — — — I _ _ _ _ _ _ _ __ 1 I BOTTOM CHORD' Z ►- - - - - CHORD AND 0 UJ I T i FT THE BUSS I 0 H ,__ NEW HOUSE Ir w u. ,__I � I I I 0 �_.__ '719" I � 1 FT i GIRD 00 RUS1 I I � 1 I I 1 t r. I L :I. a , IIM� I r 5 ti J T 4 , 1251 SELVA MARINA CIRCLE G � d' ATLANTIC BEACH, FLORIDA I I \ Yv v_ -L___ . I ,.. PREENGINEERED ROOF 24"O.C.O O (2 .75"x11 5" I � 2,0E F ¢ , 0 MI OIAM L R00 I SECOND FLOOR ROOF w FADE BEAM _ _ _ h 2 3 1 2 LU w I FRAMING PLAN w T, r �- z r 5.1 5,1 5.2 5.2 II, II I I I z 1 : II I w w O o. O I OFFICE CDP MIN F SECOND FLOOR ROOF RAMING PLAN 1/4 1-0 i 8m3 I NORTH , Lj .......... j L ------- a L ------- j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- :-FR AME- EXTER1 OR- 13EARrNIG ---------- x A R MULL S .1S E 6" SPF No.2 OUT t 1pc SIMPSO STHD14 EMBEDDED S JHO R WALLS w/ 2%6" SPF No.2 2"x El F_ 1 [7 1 STRAP EA SIDE OF 13ARAGE DETAIL li/�.41 STUDS 0 16" O.C. -------- STUDS 0 16" O.C. 11 ARCHITECT INC. up D r( of 8.1 DOOR OPENING, EE DETAIL 2/8.8. (TYPICAL) 2736 HERSCHEL STREET EQUIREM T IS IN ADDITION 0 THIS R 2+2 2+2 Ce ce ce (2) 0 0 0 --- - __ 111 1�� n fSW-1 SW -11- EXTERIOR '/2" C)X PLYWOOD JACKSONVILLE, FLORIDA 32205 -TO- T+f E -11e 0, -THRE-Af) ED- R eM- - -- - -- 2pcs 2"x6" SPF No.2 WALL 3HEATHING 389-5456 FL. CORP. AA2755 I�DICATED. (TYPI.-AL 8 LOCATIONS) MUM (3)2N8 (2)291 2"x8" ... .......... BEAM SUPPORT STU,DS AND (2)1.75-X11,.25- 2.91E 3.1 MICROLAM LVIL ROOF V) TOILET 2pcs 2"x6" SPF NO.2 CHRISTOPHER C. KATHE, INC. 4 111 TH 13h; 11 HEADER BEAM TUB . "t HULL HT. STUDS, THIS END READIED ROD i A - .- (L- CONSULTING STRUCTURAL ENGINEER SHEARWALL qEACTION 2 2+2 2 X10 - zj CONNECTOR E�CH END w 420 OSCEOLA AVENUE a. (2)2%8" gig SEE S URAL w W 2pcs 2.7.i.6­­­�ff NO.2- 03. . ...... .... .... JACKSONVILLE BEACH, FLORIDA 32250 OF SHEARWALL SEGMENT S OWE JACK tiIUL)ti. SPUCE-, -!PC 04 A35 TOP (2)1 N wm < AND .75"X11.2 cn MASTER BATH BOT­OIA, EACH SIDE. (808) 217-4707 1 y SHEET 8.13 FOR - - MICROLAM LVL R a, REINFOR TOGETHER w/ 2 ROWS OF HALL C4 CED 101 Will FL P.E. 36820 HEADER BEAM 3pcs 2"x6" SPF No.2 5! jm 2d COMMON WIRE INTERIOR. FASTEN W/ 12-8d x 11/2" 5 ISOKERN FLUE I CU -2 GIRDER TRUSS "T23" 1 8.7 _x mix NAILS 0 12- O.C., COMMON WI?E NAILS. cckathe@gmail.com oil I SINKO I BELOW 1 SUPPORT STUDS EACH END! 11.111:519111: 1 L===1 0. ZPCS 2%6,". SPF. No.2 r- o 10'-0"x8'-0"O.H. GARAGE DOOR It I --- - w w L ---- ------- j r . ........... MULL STUDS. SEE� a. :S2 - III FIRST LEVEL 2r is, 2 x6 STUDS 70 m In DETAIL .1 /8.4.. 01 FRAME INTERIOR DRYER FLOOR -------- ----- VERTICAL :CENTER �ULL AT WINbows BEARING WALL wl DRAIN FRAME �XTERIOR 0 2%4"' SPF No.2 HTr4 5.6 d m 'LAUNDRY DETMI�j BEARING WALL W/ WASHER L 1 V -0 -W -W O.H. GARAGE PpgF;L STUDS 0 12" O.C. 22ox6ft 4PF No.2 '-,. �_4 SCALE: 114" 1 _c" 2 STUDS @ 116" O.C. GARAGE r T2&4**1118.od)s -2pcs 2%6" SPF No.2 2 BEAM SUPPORT STUDS AND 6.5 WOO OVERHEAD GARAGE DOOR 2pcs 2'1 SPF NO.2 2 cs 1.75"x5.5" 2.OE HULL HT. STUDS, EACH END DESIGN WIND PRESSURES: p MICROLAM LVL MULL +25.6 PSF -31.6 PSF 3 2 A o" MASTER CLOSET STUDS. I SEE DETAIL 6/8.6.: (TYPICAL 2 LOCATIONS) (1)2" a: STUD HVAC La wu) 0 w 03 FLOOR N U- �m V2"O TH bED ROD DRAIN 0 UPLIFT 4NECTOR r4 0 i MASTER BEDROOM POOL WOOD I i 1 5-' w RODS 0. C. 0 8.8 J/ x m� PLATFORM MU2 8.6 i V) FRA AE IN ERIOR r%: --Jill 1W/ SHEARWALL, ALIGNED SIMILAR SHEARWALL ABOVE, v' (2)1.75"x11.25" 2.OE ifl 5 MICROLAM LVL ROOF r ------- i 2"x6" SPF No.2 �nj A /HEADER BEAM i MUDROOM 'CONSTRUCT COLUMNS W/1 D --- ------- STUDS 0 16" O.C. FRAME INTERIOR ELOW BEARING WALL, W/ 2%6" SPF No.2 2%6" SPF No.2 2 6.5 Ii STUDS 0 16" O.C. 2 ON STUDS 0 16" O.C. 2 d (TYPICAL) `bO 2 411118.0 im w 1. T%m 2pcs 2" 2 a- ilk 4 x6" SPF No.2 90 ax �8.7J 04 2 THREADED RO BEAM SUPPORT STUDS AND x 1/i DI 8.8 V)l i r � 6 UPLIFT CONNECTOR I . . C,4 �1 2pcs 2%6" SPF NO.2 L - - - - - - - - - - - - - - - - - - - - - i DOW R VESTIBULE "' a - ., C14 C-4 OIL V) RODS 0 48" O.C. 2 HULL HT. STUDS, EACH END 1pc SIMPSON STHD14 EMBEDDED (2 . .. ....... . 8.0 d)s &1.75 H 24 r STRAP EACH SIDE OF GARAGE M OLAM LVL�ROOF Ee - 01.25" 2.OE 1­ru M4 HEADER BEAM S 2)20ox8so (3)2"xi 1 (3)29OX8" co DOOR OPENING, SEE DETAIL 2/8.8. THIS REQUIREMENT'IS IN ADD11ION 10.5 Nips DIRECTVENT . ..... . .. .. rm ; j - _ III \,8.1 (1)2*xr JA�K I' 'j it LIN PLACE TO THE THREADED RODS STUD EACH fNDI, 1 1 111 STUD EACH END 'e) (-40') (-4W) DICATIED., (TYPICAL 8 LOCATIONS) C)2+2 2+2C 0 r PLANTER '/2' On`13tu"READED ROI c lx6" SPF WC 0, THREADED,RO 3 x UPLIr rj�CONNECTOR 11 �L- 4p s No.4 D 1 14 8.9 Ii SHEARWALL REACTION L - - - - - - - - - - - - RODS10 48" O.C. 11 FLUSHIFLOOR BEAM 11 _j o will -- - - - - - - - -- rxe JAM SUPPOMT, UDS TH�l END Ao� CO > _jm NNECTOR EACH END 2pcs 1. 75" 5.5" 2.OE _x Mir OF SHEARWALL SEGMENT 2pcs 1.715,,C.25 2.OE---,, :x MICROLAVI LVL MULL It STUDS. SEE DETAIL V/4" STEEL FLITCH PLATE ---------- 1, -:1, - '��j I : 1, x I I I '1111ill �161 �11" INSTALL 1/2" CPX PLYWQOb OR MICROLAM LVL MULL w/ ------------ r- _j 6/8.6. .0 ON- Lu Cn (TYPICAL 2,, LOCATIONS) . I 11I ''I ING CE)LING EXTENDED TO.,ROOF HEADER Ir- ------ I OSB SHEATH Of 7/16 T BEAM ABOVE. SEE DETAIL 2/8.6. @ N $1 DIAPHRAGM TO COVERED PORCH. U) Lo �JG I #*6AL 4" LOCATIONS) ol� __1 _ � �;V, FA 0 STEN w/ 8d COMMON WIqE`NAILS o 5 �O.C. FIELD CONSTRUCT COLUMNS w/ 0 6" O.C. EDGES AND- 6", c� U- N V) >% _ I � I I - 8.6. I I <_oj I * , 1 2 x6" SPF No.2 0. L - - - - - - - - - 42)3 25!x16Jr_ Z0C - - - - - - - - - - - - - - - - 8.11 S 0 16" O.C. u') 8.0 Idps MICROLAM L`VL FLLISH 24 _,j C-4, 1H "VE RQQF BEAM H4rf x I a m F ME INTERIOR V2 'i T� EADED Ro I On� Lo LL. A FIRST LEVEL S ARWALL FRAMING PLAN I r- I 2pcs i. -i S-1 :�R%ALL w/ SHEAR L REACTION' 3pcs 29'x6" SPF No.2 2e MICROLAM LVL MULL 2 "x " S:1F No.2 ii CONN R EACH Elilifo� FLUSH FLOOR BEAM IF I -0" 5 SCALE: 1/4" 1' -4 8.9 Idps -TAIL IS OF IN OR SHEARWALL VE STUDS. SEE DE a/8.6.. 8.9 S Uq$ 16" O.C'' SUPPORT STUDS EACH. END 41 YPI 2 LID 2. OE C14 1) ALL NEW EXTERIOR BEARING WALLS ALL BE CONSTRUCTED w/ SEGMEM 6 CATI DBL 2"x6" SYP No.2 TOP PLATE, 9" qPF No.2 STUDS 1P MICROLAM-4k" USH-, _8. 0 N'S Al 'I %(3111.75"X14.0" 2.OE Sw 1 (3)1.75 A SJ FLOOR 2pcs ADD INTtRIOR It i . . X8 I N C INTERIOR MICROLAM L . *1 Sw-1 - 3 T2? 2 0 16" O.C., AND 2%6" P.T. SY �o TTOM PLATE, U.N.O. I BEAN M L 34 TO 2 ES] -2 E kRWALL 1 4 HEAD R M MM4j 8.o Idpo OR --- 8.0 Id 3+2 H 24 H$2 L - - - - - - - - 2) ALL FLOOR HEADER BEAMS SHALL BE S No.2, UNLESS NOTED OTHERWISE. CASUR111.71 INDICATES TIMBER FRAMED INDICATES THREADED ROD 12.f kFpi- _'_D)_2wx_6'i il�_WVS -1-5.2 Idps (11)2-4- JACK -WITHE00i 2)2"x8 C4 ICROLAM LVL ROOF HEADER BEAM CHRISTO -40 ZI/ Zzz S. H2T24 43)1.75 :1 : 2.OE STUDS'EACH END V BUILT STUD EACH END PHER C. KATHE FL P.E. 36820 EXIFRIOR BEARING WALL INDICATES 1pc SIMPSON HTS24 I IN REFRI INDICATES TIMBER FRAMED NTERIO '/2"0 THREADED ----------------------- - --------- FRAMEJ R 2 X6 r No.2 ZZRR25N TWISTED STRAP r ------ SHEARWALL REA N S le ar INTERIOR BEARING WALL 1-__ 04 L - - - - - - -- :��H L__w/ M,U L ! TUDr.. SEE OR SHEARWALL INDICATES 1pc SIMPSON STHD14 MOVE CONNECTOR EAC 1 1/2"0 THREADED ROD POOL BATH ma I PANTRY r_1______,_ 6j1__ T_N_o__.T 9 CLOSET 5; 1 DETAIL BEDDED STRAP OF INTERIOR SHEk WALL cn SHEARWALL REACTION INDICATES HEADER BEAM STU S 0 '6" O.C. n SEGMENTL CONNECTOR EACH END IN ATES 1/2" CDX PLYWOOD OR DW j== I a + 7 L UC A ^8 OF INTERIOR SHEARWALL INDICATES 1/2" APA RATED 16 OSB CEILING DIAPHRAGM 'I'l RE G FOYER, . �10 SEGMENT L- - - - - - --- - ---------------------- 4&\ii L -------------- -------- - =+ - - - - - - - - WK TOP 2 SHEARWALL, SEE SHEARWALL E��w HOOD UZF­ OR SCHEDULE ON SHEET 8.6 INDICA TOP OF INTERIOR 18- bw (+ 0") KITCHEN I 1 .1 CATES BEDROOM FLORIDA RAISED SEAL SIGNATURE IN BLUE INK 10SINK, RO 0. FLOOR B M FLUSH w/ FLOOR I I I " 11 00 H VESTIBI p SH9yER TRUSSES I I HALL -- x les�, is 11 W-1 i I C4 �X* 1 0 FRAME INTERIOR --,% - I BUILDING PERMIT ISSUE 08/0712017 )SINK L - - - - - - I i INDICATES T OF INTERIOR - - -r - - -4 - - - - - - 04 (n - - - - - - --- - - - %_-o (-40") - - - - - - a SHEARWALLS w FIR ME -EXJ" of 0 REA� )ED ROD -1 FLOOR HEADE EAM BELOW 1� 2 8.10 "&111 2 x4" SPF No.2 FRAME EXTERIOR ..j.- I ---I E RI !G W LL ABOVE l�PF 0.2 5 PM OF FLOOR TRU S UPL FT CO 4NECTOR cq III F RING -WALI- w/ - - - - - - :18 1 1 x L STUDS 0 12" O.C. PAiQH I ROD ALI' NED w/ 4 ­_ __4_1 to 6 .. 22 u E 0. C. X6" SPF No.2 I I 1 ROD FIR 0 ABOVE 39' SHOWER Do DRAWN BY: DATE: L - - - - - - z - - - - - 3)2 X1 ail x L p 7 S ML� A DETAII I % I E L N z FRAMING NOTE: GENERAL ST 0 16" O.C. - - - - BATH STORAGE -x NOTE: SPLICE ALL MULTI -PLY 2"x8' BUILT-IN CCK 08/07/2017 IV) 11 3pcs 2"x6" 8PF N��. FREEZER C-4 CONTRACTOR TO COORDINATE AND 2%10" HEADERS TOGETHER w/ LOCATION OF FRAMING FLUSH FLOOR BEAM APPROVED BY: HB '2+1- '2+ 2 CCK 4 ROWS 12d COMMON ORE NAILS IL MEMBERS WITH HVAC DUCT 0 12" O.C., EACH LA r YER L SUPPORT STUDS 1.75"A L3 V) 1&75 11.25- 2.OE .(2)1.75-X14. OL� LVL ROOF WORK AND ELECTRICAL 1/2"0 THRE D ROD N EACH END 0" 2.OE ROLAM L AT11 M JOB NO. CWTHOC" I 0r%ATIf)kI4Z L - - - - - - - - - - - - - - - - - - - - - MICROLAM LVL FLUSH HEADE HFADFR RFAM NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS VvmLA_ FN I IVIN - - - - - - - - - - - - - - - - - - - jLs. FLOOR BEAM u �.q 3 9 �js INA I V) r_ 11 _uou CONNECTOR, EAC ND =-=:t OF SHEARWALL SEG T ps M1.75"A4.0" 2.OE MICROLAM LVL FLUSH H 404 HT 03+1 (D3+2 3 NEW HOUSE 00 FLOOR BEAM (+0*) - - - - - - - - - - I - - - - - - - - - - - - -3pcs 2"xlli" SPF No.2 2pcs 2%6" SYPNo.2\-2Cpcs 2l SPF No.2 '0/2'10 THREADED ROD SH4ARWALL REACTION BUDNICK C_h - - - - - - - - - - - - - - - - - - - - - - - C14 3 Hil I C-11 lr%C' 1l I C' Hil CE"C' rnMNPrTnP PArW PHn rUK UIUAL KUUk2M Urr-INIIIN%j SITTING rLUZ�N rLUUK CILAM 1 - DIMENSIONS. NOMINAL DIMENSIONS --SUPP`0R-T-STIJDa----- - 8.6 - - - - - - - - LOCATIGN - - - - - - - - - - - H -TAI -L * -- - - - - - - - - - - - - - - - OF-JSHEARWALL SEGMENT SHOWN FOR GENERAL LAYOUT--.' NOTE: SPLICE ALL MULTI -PLY (2)1.75"x11.25" 2.OE (TYPICAL 3 LOCATIONS) REVIEWED FOR CODE COMPLIANC 1251 SELVA MARINA CIRCLE 1.75"x11.25" MICROLAM LVIL HEADERS MICROLAM LVL FLOOR 2pcs 2%6" SPF Nct.2 CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA HEADER BEAM TOGETHER w/ 5 ROWS 12d COMMON 3pcs 2"x6" SPF NO. s 2' x 16 1 'PF No.2 MULL STUDS. SEE SEE PERMITS FOR ADDITIONAL BEAM SUPPORT STUDS BEAM SUPPCRT STUDS REQUIREMENTS AND CONDITIONS NOTE: INTEGRATED STRUCTURAL WIRE NAILS @ 12" O.C., EACH FACE FRC M-4 1 DETAIL 1/8.4. MULLS WITHIN THE WINDOW FROM ABOVE BOVE 8.9 (TYPICAL 2 LOCATIONS) FIRST LEVEL SHEARWALL SYSTEM ARE THE RESPONSIBILITY' 341 3+1- REVIEWED IIY-.-Jn IDATE' ONSTRUCT COLUMNS w/ 2pcs 2%6" SPF No.2 Cot STRUCT 'AOLUMNS w/ -Al2 S 11-7 FRAMING PLAN OF THE WINDOW MANUFACTURER NOTE: SPLICE ALL MULTI PLY 2"x6" SPF No.2 MULL STUDS. SEE 22ox ;9f q:).2 FOR CONFORMANCE WITH 1.75"x14.0" MICROLAM LVIL HEADERS - STUDS 0 16" O.C. DETAIL 1/8.4. STUD�S- 11m.- O.C. WINDOW/DOOR DESIGN PRESSURES TOGETHER w/ 6 ROWS 12d COMMON cs 2 of x6" SPF No.2--// (TYPICAL 4 LOCATIONS) _'��:[4]cs 11 2" 6" 3FIF No.2 OFFICE COPY WIRE NAILS 0 12" O.C.. EACH FACE L A ^m"r fl-ril Ime, R A 4 1 0 M 4 SCALE. 1 SHEARWALL w N I / i / . N' I ` _ FLOOR BEAM FRAMING 2 c - s SIMPSON C 1 2» 6»SPF No.286 COIL S RA `1 ALL NEW EXTERIOR BEARING WALLSSHALL BE CONSTRUCTED w PS FR : THESE EBELOW® 32» 0 » » f ! „ M i` STUDS ®1 fi O.C. SEGM£`TS T I 0 SHEARWALL-`0 6 SYP' No.2 TOP PLAT 2 xfi SPF No.2 STUDS. I� DBL 2 x E, 1 I ®-16 ' O.C. AND 2'x6" SYP No.2 BOTTOM PLATE U.N.O. SIMILAR 3 °' _ - W FLOOR OR HEADEROER BE W +2 A3+2S BELOW2 ALL ROOF HEADER BEAMS SHALL BE SYP No.2 UNLESS NOTED OTHERWISE. 8,6 , - •. 1 c SIMPSON CS16 INDICATES TIMBER `FRAMED INDICATES � THREADED ROD "' I I . / 75 x11.25 I 2 �, � 3 1. 2 OE : P �. c ) .LINEN I 1 OLAM LVL ROOF EXTERIOR BEARING WALL � TUB' MICR 1 COIL STRAP FROM S 1 c SIMPSON I INDICATE CS16 ..COIL STRAP HEADER BEAM P I :CAT ALL FRAMING TO THE CHRISTOPHER C. KATHE FL P.E.36820 PASSAGE r W D 1 II `INDICATES TIMBER FRAMED x ,- INDICATES 1 c SIMPSON HTS24 TWISTED S A _ P T P c E CLOSET i II FLOOR BEAM FRAMING INTERIOR BEARING WALL 1 c SIMPSON MSTA24 FLAT STRAP 1 ON � 1B IIII LOW @ 32» O.C. ,. 0RSHEARWALL R .OR • .. INDICATES 1s OSB CEILING DIAPHRAGM - 1 II 1 c SIMPSON CS16 IOR / DX PLYWOOD WILLIAM LEUTH OLD r , II INDICATES ,/2»APA RATED 1 I ---------- MICROLAM LVL MULL 1 STORAGE E EXTERIO STUDS. SEE DETAIL L 38.5. FRAME, IIIIII .� -.� SEE SHEARWALL 2 cs 2x6 SPF o.2 OFSHEARWALL (TYPICAL 2 LOCATIONS) BEARING W/ ROOF ON SHEET 8.6 MULL STUDS. ISEE COIL STRAP FROM MULL _ WALL SHEATHING ARCHITECT INC. . DETAIL1 8:5.STUDS 0 16» ? FLORIDA RAISED SEALSIGNATURE IN BLUE INK NATURE, I BEDROOM i _. REVISIONS. DATE. STUDS TO THE FLOOR U T S STAIR BEAM FRAMING BELOW 2736 HERSCHEL STREET o • A K J C SONVILLE FLORIDA 32205 --------------------------------------------------- - ------ r =--------- ' A35 389-5456 FL. CORP. AA2755 1 3 y 2Pcs 2%6" 6 SPF No.2 , I I J ACKK STUDS. SPLICE 1Pc SIMPSON A35 TOP CHRISTOPHER C. KATHE, INC. f 1 ROOF BOTTOM, EACH SIDE. TOGETHER w 2 ROWS ANDB E ON ULTING STRUCTURAL ENGINEER L L - -� BELOW 1---------- 12d COMMONON WIRE INTERIOR FASTEN w 12-8d x 1/2 ' 4 200SCEOLAAVENUE -------------------- 8.7 1 . ., COMMON WIRE NAILS. JACKSONVILLE BEACH, FLORIDA 32250 II I 1 ,. �,. Y .. SECOND LEVEL 2 s 2x6 STUDS D P 808 217-4707 .E FLP .36820 II bEC CENTER MULL AT WINDOWSB cckathe@gmail.com mall.comVERTICAL -tL II ,I DETAIL II _ 8 - SCALE: 1 _ E 2 I 2 x6 SYP.NO.2. SINGLE TOP PLATE. I 1 FASTEN TO HEADER BEAM w/ 1 2 ROWS 2d II , COMMON MO WIRE NAILS 0 12 O.C. i c SIMPSON SPH6 1P P i I'I I i 0 32 O.C. I' `1 I:I 3 o o 8.8 It iIS I SPH6.: II II L ROOF BELOW r 1 c SIMPSON MSTA18 ,P . \-(3)1.75-xll.25" 2.0E MICROLAM II FAT STRAP AT EXTERIOR L LVL FRONT WIDOW. HEADER BEAM LI L DECK _ BELOW 2cs2x 6 SPF No.2 JACK P T 1P c SIMPSON' A35 AT OP AND II STUDS. SPLICE TOGETHER W/ H SID . FASTEN w/ 2 ROWS 1 2d COMMONWIRE BOTTOM, EACH II'IfI :.--- - fr-�.TH-R--A-D-E- ROD ` -------- - ----------_f R00 BELOW I` _ 0•C., EACHSIDE Z 8d x 112»C0MM N WIRE NA ILS.Ir NAILS � 12 1r2 I . II IUPLIFT CONNECTOR R I » THREADED ROD 2 2 x6 MULL L_ STU DS AT i ---------------------SHEARWALL f I @48» O.C. 1 zRODS 1 REACTION R BEAM WINDOW HEADER -------- 2 cs N CS16 r�_�� ___®_----_ .CONNECTOR EACH ENDD I 'SIMP . COIL STRAPS M THESE I I_ OF SHEARWALL SEGMENT DETAIL2SHEARWALL' GMENTS TO I I ' I i FL00 EAD ER BEAM BELOW f » 1 2 �THREA ED R 8SCAL : , » 0 L I I I FT CO N CTOR UPLIFT CONNECTOR I' FRAMEME EXTERIOR M I I O.C. RODS ®48, RTORAGE INTERIOR, L 1 BEARING WALL w/ I` » I I 2 cs 1.75"x5.5" 2.OE P M SON A35 TOP 1 c Sl MPSON P SPF No. _t 2 2 i i 1 MICROLAM LVL` MULL SIDE. ANDBOTTOM EACH ®16,O.C. I'------------ .<. FRAME EXTERIOR BEAR NGWALL w STUDS. SPLICE --8d x 1 /2------------- TOGETHER w 3ROWS FASTEN w 12 ---------------- II1 II » 2x6» SPF No.2 8,1 12d COMMON WIRE COMMON WIRE NAILS. II STUDS 0;16f O.C. NAILS ®12» O.C.'1 c SIMPSON CS16-,,,, I LI .. I II CO ILS ' F MULL ,. TRAP FROM 1 I N + N I , » 1 c SIMPS X W ON CS16 CD PLYWOOD P /2 ..STUDS TO THE FLOOR .� -:. I 1 � I COIL STRAP FROM .MULL_ WALL SHEATHING. STUDS TO,,,E FL EXTERIORDECK 2 cs x75 2OE i1 o -. c� 2x6 SPF No.2. I BELOW BEAM FRAMING BEL W SEOND LEVEL � 1.75 x5.5 STUDSS Ocs MICROLAM LVL MULL STUDS w MULL STUDS. SEE STEEL FL TCH PLATE. o ! �� IL 8.5. A DETAIL DET AT DOORS ECALC NTERMUL Vi.� 2 8.6. U 00DETAIL N f TYPICAL 4 L CATIONS I _ _. _ _ 4LOCATIONS C fI cn DINING / LIVING G a I I m , .'DETAIL 4 MTA 24 CS16 H T 2_ S .. -. 1 0 I o N .J x w OPE T N 0 BELOW 0 ROOM . J ._ i .., x w _I I o I I I � II 1 c SIMPSON SPHfi STUD » » • , _ , _ 8. - SCALE. 1 0 5 1 / 2 I N (n 1 ' In w h o JQ In l no w IMPSON S16 1 c � C I P `PLATE TIE` ABOVE. AT EACH COIL R AP FROMU L -,STRAP STUD ® 16„ O.C. S 8.1 1 1 04STUDEE_ ►o _ i CL S TO THE FLOORJ DETAIL 4/8.6 (TYPICAL) ) LEVEL SHEARWALLFRAMINGPLAN III XJBEAM ,M FRAMING BELOW-,.,,, _ .O.._.M.,_ 1 _ 1 c SIMPSON CS16SECOND I 1 FRAME INTERIOR THIS R 1 I I ,F M COIL STRAP FROM �AtL R�A�I�1t�tG-TO- , � 4 1 0 M 4 SCALE. 1 SHEARWALL w N I / i / . N' I ` _ FLOOR BEAM FRAMING 2 c - s SIMPSON C 1 2» 6»SPF No.286 COIL S RA `1 ALL NEW EXTERIOR BEARING WALLSSHALL BE CONSTRUCTED w PS FR : THESE EBELOW® 32» 0 » » f ! „ M i` STUDS ®1 fi O.C. SEGM£`TS T I 0 SHEARWALL-`0 6 SYP' No.2 TOP PLAT 2 xfi SPF No.2 STUDS. I� DBL 2 x E, 1 I ®-16 ' O.C. AND 2'x6" SYP No.2 BOTTOM PLATE U.N.O. SIMILAR 3 °' _ - W FLOOR OR HEADEROER BE W +2 A3+2S BELOW2 ALL ROOF HEADER BEAMS SHALL BE SYP No.2 UNLESS NOTED OTHERWISE. 8,6 , - •. 1 c SIMPSON CS16 INDICATES TIMBER `FRAMED INDICATES � THREADED ROD "' I I . / 75 x11.25 I 2 �, � 3 1. 2 OE : P �. c ) .LINEN I 1 OLAM LVL ROOF EXTERIOR BEARING WALL � TUB' MICR 1 COIL STRAP FROM S 1 c SIMPSON I INDICATE CS16 ..COIL STRAP HEADER BEAM P I :CAT ALL FRAMING TO THE CHRISTOPHER C. KATHE FL P.E.36820 PASSAGE r W D 1 II `INDICATES TIMBER FRAMED x ,- INDICATES 1 c SIMPSON HTS24 TWISTED S A _ P T P c E CLOSET i II FLOOR BEAM FRAMING INTERIOR BEARING WALL 1 c SIMPSON MSTA24 FLAT STRAP 1 ON � 1B IIII LOW @ 32» O.C. ,. 0RSHEARWALL R .OR • .. INDICATES 1s OSB CEILING DIAPHRAGM - 1 II _ INDICATES HEADER BEAM ! 8.10 4 2 cs1.75 x5.5 II EBATH 2.0 II , II INDICATES ,/2»APA RATED 1 I ---------- MICROLAM LVL MULL 1 STORAGE E EXTERIO STUDS. SEE DETAIL L 38.5. FRAME, IIIIII .� -.� SEE SHEARWALL 2 cs 2x6 SPF o.2 OFSHEARWALL (TYPICAL 2 LOCATIONS) BEARING W/ ROOF ON SHEET 8.6 MULL STUDS. ISEE BELOWSCHEDULE CLOSET 2»x6» SPF N I . DETAIL1 8:5.STUDS 0 16» ? FLORIDA RAISED SEALSIGNATURE IN BLUE INK NATURE, I BEDROOM i _. REVISIONS. DATE. FRAMING NOTE: GENERAL CONTRACTOR TOOORDINAT C E LOCATION N OF FRAMING H MEMBERS WITH VAC DUCT WORK AND ELECTRICAL CATIONS FIXTURE L0 1 . I K CC08/07/2017 ' 2 cs .75 5: 1 x 5 2:OE S ER E » » P NOTE. SPLICE ALL `MULTI -PLY 2 x12- Ic, 1 1 II . MICROLAM LVL MULL. cs 2 x No.2 l f 1 c SIMPSON CS16 II M R HEADERS TOGETHER. w 5 ROWS 12d- I P APPROVED BY. EA SUPPO � MSP STUDS NOTE: SEE ARCHITECTURAL I I i E ! 'STUDS. SEE DET I' A L 3 8.5. 3 , / COIL STRAP FROM MULL CCK COMMON WIRE NAI � 2 O.C. 1 V 1 II PLANS AND WINDOW DOOR M LS 1 , - 3 1.75 x11.25 2.0E L N TYPICAL 2 LOCATIQNS ( ) U `TO THE FLOOR / STUDS E I I II N JOB N0. IN MICROLAM LVL ROOF EACH LAYER S K ER REQUIREMENTS E O 1 TUR S MANUFAC cs „ » 2 , » R` 1 BEAM FRAMING BELOW 2` 'HEADER BEAM 2p E17-035 HTS24 H 4 I 3 2x1 2 F(1R �C'.TIIA( R(�l1GH" nPFNINt;. � ) 2 L I, W _ » » II S 1 2 2 0 .. 2 cs 2 x6 SPF No 3 BUILDING PERMIT ISSUE I ' SSU 08/0712017 I P z N 1 II a----�----------- 1 f r i MULL STUDS. SEE C I II FRAME INTERIOR x 0 THIS R THREADED ROD _ D BEDROOM .. / E ROOM. 2 � .. » I II HEAR 1 DETAIL 1 8.5. UPLIFT SHEARWALL w 2x4 u T ONNECTOR / , l II » I LOC TI r� TYPICAL 4 A S N ) RODS :0 O SPF No.2 STUDS 12 O.C. f I1 cn .. 1 1` I II 1 II D , 1 DRAWN BY DATE BA 5 8.5 -- ------------------------- -- -----1-------------,---- -- --- 1 1 �� �� NEW HOUSE SIMILAR, _ S -1 11 3 :. a _ _ - _ _ _ _ - - 3 1 1 . .. .: .. .. ..2 cs SIMPSON CS16 11. x n COIL STRAPS FROM THESE R 1 CK SHEATHI LING 1 T' rDIAPHR GM ! A 0 COVERED PORCH.. 1 c SIMPSON CS16 I SHEARWALL SEGMENTS TO >, 1 .. ..., ... . . ' ..,,. ... • fl!( ` � ""Fl�I�:'�"K q'fe" �'t � V" �L L �SY TEM ARE THE RESPONSIBILITY 1251 E LVA _MA R I NA CIRCLE -0F THE WINDOW MANUFACTURER NOTE.SPLICE ALL MULTI PLY WIRE NAILS 6pO.C. EDGES STUDS TO THE BELOW AND 6 O.C.FIELDATLANTIC BEACH FLORIDA FOR CONFORMANCE WITH 1.75 x5 5IGROLAM LVL STUDS BEAM FRAMING BELOW 3 cs2x6» SPFNot3 cs 2x6» SPF No.2(2)1.75"01.25" 2 OE.. WINDOW/DOOR DESIGN PRESSURES HFADERSTO ETHER w/3ROWS 12d" BEAM SUPPORT SfUDS 2. .. BEA SUPPORT STUDS 2 cs 2%6" SPF No.2MICROLAM LVL ROOF2 EADESECOND LEVEL L MULL STUDS. SEE COMMON WIRE NAILS ®12, O.C. BEAM 8.9 CONSTRUCT COLUMNS w/ _ CONSTRUCTCOLUMNS w DETAIL 1/8.5. FRAMING PLAN AND DETAILS 2x621px6p# SPF Not a 2»x61 SPF No.2 TYPICAL 4 LOCATIONS STUDS D16»1 O.C. STUDS 0 16 O.C. i I OFCE� FI COPY i 4cs 2%6" SPF NotJ4cs x6 SPF No.2 x BEAM SUPPORT S _ _ ®wSUPPORT STUDS 8m5 SHEET 20F 12 S.W.. 1 INSTALL �zCDX PLYWOODYW0OD SHEARWALL SHEATHING OVER 6" O.C. FIELD 2"x6" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE FRAME INTERIOR SHEAR NAILS @ 3» O.C. EDGES AND 6» O.C. FIELD. INSTALL SPF ARRANGE S T R AWCUTS TO CREATE APPROXIMATELY No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE WALL w/ 2"x4" SPF No.2 PIECE 1/2"0 DIAMETER ALL THREAD REACTION CONNECTOR 2"x2"x / " PLATE WASHER ROD AT EACH END OF SHEARWALL SEGMENT. SW -2 INSTALL 1/2" 'CDX PLYWOOD INTERIOR SHEARWALL SHEATHING AND COUPLER NUT OVER 2"x4"/2"x6" SPF No.2 STUDS AND FASTENWITH 8d 20 x 20 SQUARE PATTERN :`OVER. THE Q COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD. INSTALL TAL SPF No.2 BLOCKING AT ALL HORIZONTAL IZONTAL JOINTS. 2%4" P.T. SYP NO.2 SILL PLATE w/ 1 "0 x 10" ANCHOR / 2 » PIECE D INSTALL .ONE /2�bIAMETER ALL THREAD REACTION 4"" CONCRETE SLAB, ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER CONNECTOR ROD AT EACH END OF SHEARWALL . SEGMENT. SW-, 3 INSTALL, /z C DX PLYWOOD'OD SHEARWALL SHEATHING OVER ENTIRE SLAB.'; 2"x6" SPF No.2 STUDS AND FASTEN. WITH 8d COMMON WIRE » » O.C. EDGES AND 6 _ O.C. FI SLD. INSTALL SPF NAILS ®3 G No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL TWO L TES ONE PIECE DIAMETER ALL-THREADHREAD - INDICATES INDIG PIECES S IMPSON CS16 FLAT STRAPS AT EACH END OF W SHEARWALL SEGMENT /LL BELOW. TO FLOOR BEAM/WALL 1 CDX PLYWOOD 0 SHEARWALL 2736 / HERSCHEL STREET i SHEATHING FASTENED w/ JACKSONVILLE, FLORIDA 32205 20THREADED ROD ` I -5456FL. C E NAILS 389 . CORP. AA27 Q P » CONNECTION SYSTEM A S 8dCOMMON WIRE 55 3 x3 x PLATE �� @-3V1 0 C EDGES AND PER STRUCTURAL SHEET 8.4 6' I P ; 6" O.C. FIELD CHRISTOPHER C. KATHE, INC. FRAME INTERIOR SHEAR ARRANGE S T R AWCUTS TO CREATE APPROXIMATELY , » x 10 d MONOLITHIC 1 8w L WALL w/ 2"x4" SPF No.2 II 2"x2"x / " PLATE WASHER CONSULTING STRUCTURAL ENGINEER STUDS @ 12" O.C. AND COUPLER NUT 420 OSCEOLA AVENUE 20 x 20 SQUARE PATTERN :`OVER. THE Q �I JACKSONVILLE BEACH, FLORIDA 32250 2%4" P.T. SYP NO.2 SILL PLATE w/ 1 "0 x 10" ANCHOR / 2 II 1 �I 4"" CONCRETE SLAB, ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER (808) 217-4707 FL P.E. 36820 kt vvp%anr-R hilu vvrv„rivr. .,i,.i_ L-.,�, M L VA OR BARRIER CC a he maiLCOm t N » @9 4 U t ,o BOLT ®24 O.C. w / HEX NUT' SIDE OF SPLICE (TYPICAL) 11 ON TERMITE TREATED U » „ SA CUT W � ,, SAW CUT SLAB ON .GRADE 2 x2 x PLATE WASHER / - ELASTOMERIC , a COMPACTED FILL .SEE PLAN Lj\-'/�-r SEALANT EL.+ 0'-0" "I � THREADED ROD ----- )0 . . a TOP ` OF SLAB k X X X d UPLIFT CONNECTOR A 4 .. e W a• a J \ \ -FASTEN INTERIOR SHEARWALL d A 2"x6' SPF N0.2 DOUBLE TOP PLATE TO EXTERIOR > WALL. FRA SON 13" CLEAR TYP » MING w 2 cs SIMP NOTE. SAWCUT CONCRETE SLAB WITHIN / P_ RE STUDS 0 16 O.C. `MSTA24 FLAT STRAPS 4 TO 12 HOURS OFCONCRETE PMENT L ACE SHEARWALL SEGMENTS. '/2"0 THREADED ROD 3) SHEARWALL H A L S EATHING :SHALL BE CONTINUOUS THRU INTERSECTING ` » " 1pc SIMPSON SPH6 CONNECTION SYSTEM AS WALL UNLESS` INTERSECTIONS ARE SOLID 2x4 FRAMING NAILED � R NAILS AT 4 MINIMUM ALL MEMBERS). STUD PLATE TIE • PER STRUCTURAL SHEET 8.4 � TOGETHER WITH 10d COMMON WIRE ( ) AT EACH STUD , FRAME INTERIOR BEARING_ (TYPICAL) 2»x6„ SYP.NQ.2 DOUBLE WALL w oll SPF No.2 TOP PLATE. FAS TEN TOGETHER 1 2 x2 x PLATE WASHER 0 16» 0.CBOUNDARY 0F ROOF w/10dCOMMON WIRE NAILS AND COUPLER NUT SHEATHING, ATHIN G FLOOR . . i .. . ' ... ... @ 16„ O.C. PR OVIDE 3 1Od 2 x6 P.T. SYP N0: 2 SHEATHING OR WALL COMMON WIRE EACH SILL PLATE w/ -I 4» CONCRETE SLAB ON GRADE E w WWF 6x6 W1.4xW1.4 OVER, SHEATHING . SIDE OF SPLICE (TYPICAL) / sb x 10 ANCHOR / V, 6 MIL VAPOR BARRIER .. BOLT. 0 24 O.C. w » n n „ » ON TERMITE TREATED 2 x6 SPF N0.2 2 x2 x PLATE WASHER E E R D / PLYWOOD s L COMPACTED FILL . .. STUDS ®16 . , „ 0C EL. +0 0 .. „SEE FLOOR AN PL L TOP OF SLAB- =XIX X. X o .e Xa d- . ,. .. . e IL SPACING AT � w g a , SUPPORTED EDGES .. o , \ ;vim OR SCHEDULE ,. � . ,.: SEE NOTES C M.. _ _.. 3CLEAR, - .. -_ TYP -0_ x 10 d MONOLITHIC x. 2 w L . _ FAST EXAMPLE OF UNSUPPORTED -P_ ENLNG THICKENED SLAB w 3- 5 - EDGE. .. . 2 0 (UNBLOCKED) PANEL _� , . , WITH 0 T U THRE DED R0 YSTEM UNSUPPORTED PANEL EDGE �_ CONTINUOUS IS . TYPICAL CONDITIONS .. ON UNLESS BLOCKING IS 4 DE AIL 0w x 10 d INTERIOR BEARING W LL �FOUNDATI Y <SC SCHEDULE D B H E ; RE . Q .. AT 2 6 INT ,., x INTERIOR BEARING WA LL - SCALE.. NTS _ ,�. , R NOTES: ' � = � 0 S ROOF NAILING TO-1-1STUD _ ., LI 2 x6 ...SYP. 2 SINGLE TOP PLATE SECTION INTERMEDIATE ES OR INTE TRUSS ws d FASTEN TO HEADER' BEAM w `2 R 12 to SCALE... 3 4 1 0 8.6 TRUSSES ,, _ / SUPPORT`IS 6 .FLOOR SE COMMON WIRE NAILS ® 12 O.C. O.C. MAX. UON MM SPH6 1 c SI MPSON a. P ; ® 32 O.C. TOP PLATE SPL. • IC G PATTERN FOR SHEATHING _ _ E EXAMPLE NAILIN E • AT EXTERIOR AND SH EARWALLS Q E R WALLS ON FLOORS, ROOF, TOP PLATE FAST WA L SHEATHING EATHIN » E G SPLICE 2: 6 SYP.N0.2 DOUBLE T x TO DBL. PLATE w D E T AI L 1 TOP PLATE. FASTEN 4'-0" MIN.O SPH6 8d COCOM N WIRE NAILS rr TOGS 0 COMMON , NTS TOGETHER w 1 d 0 0 3 O.C. S .AGGERED �.6 SCALE: 1 c IMPSON ST 18 S M „ » PTH P N 16 O.C.0. . . . o e INTO 0 ATES 3 1.75 x16. 2 OE OR WIRE AILS. ,CSD_ C . » FLAT STRAP AT EXTERIOR, O PROVIDE 3-1 Od COMMON WITHIN 24 OF ANY (5)l 75 x11.25 2.0E MI CROLAM WIRE NAILS EACH SIDE SPLICE. (TYPICAL) CHRISTOPHER C. KATHE FL P.E. 36820 HEADER BEAM . ) » » » ` LVL DOOR EAD B 2 1.7 2 cs 1.75 x7.25 2.0E P c 5x5.5 .0E OF SPLICE TYPICAL: P EACH » A -P H 1 IMPSON 35 TO c S 1 c _ SIMPSON A35 AT TOP MICROLAM LVL MULL ST D.S. , 24 MAX. AT R MICROLAM LVL MULL P AND BOTTOM, EACH SIDE. L 4 EXTERIOR W L SPLICE TOG THER w S - 1A :STUDS. SPLICE E 3 R W E. FASTEN w 12 Sd x SLD /z / THREADED ROD 2 H D D 12-8d x 1 12d COMMON WIRE ILS STEN w NAILS, COMMON WIRE AILS. � / 0 z 3 ROWS TOGETHER w / EXTERIOR EXTE CONDITION » COMMON WIRE NAILS. 12d COMMON WIRE @ 12 .C. NAILS C� 12 O.C., 4L A INTERIOR EXTERIOR 2 es 1.75 5.5 2.OE M I CROLAM LVL FLORIDA RAI D EAL DBL TOP PLATE SPLICE ...:DETAIL SE S SIGNATUE IN BLUE�NK' MULL ST _AT DOOR E 0 L UD HEADER BEAM REVISIONS: X PLYWOOD- SONS.. CD PLYW 0 DATE: » , / » , r 2 t I0. x7 x20 -0 STEEL / a BUILDING WALL :SHEATHING 10 DETAIL PERMIT ISSUE 08/07/2017 FLITCH PLATE. -5 DETAIL » » SCALE. - 1 0 8.6 3 4 �.6 SCALE: :3 4 l' -O' / / x STEEL 3 -ROWS � � x7 20 0 TE L / / 4 4 DRAW BY: ., N DATE. HOLE FLITCH PLATE. N S CCK 08/07/2017. P AND 2 cs '1.75 x5.5 2.0 .,-1pc SIMPSON A35 TO 2x6 PT E SPN0.2 N0 ANCHOR. BOL IS P _P_ F T INTERIOR AP r ICROLAM LVL MULL BOTTOM. EACH SLOE. FASTEN PROVED BY: M SILL PLATE . h , LOCATED AS :SHOWN PROVIDE N -: CCK , 0 STUDS , TO HEADER AND MULL D ,� ,_, STUDS. S E N U SPLICE sbTHREADED,Y A_ ROD :w / » z / TOGETHER w 3 ROWS � JOB N0. E ILS. / w 12 8d x 1 NA � 2 5 MINIMUM EMBEDMENT, , E17 05 12d COMMON: IRE 3 W SL FASTEN TO CONCRETE AB » W/ x x PLATE 2 2 LTE / z 12 12 12 12 12 12 � �� NAILS @ 12 .C. 0 , w 4 cs �x2 HEX 4 4 / P u7 .: NEW HOUSE TO 8 CMU STEMWALL BELOW HEAD TAPCONS L » _0 1-6 : 20 -0 MAX.ll MIN. B UT JOINT , e 2 CDX PLYWOOD U PROVIDE AT A DISTANCE OF NO BUDNICK ,„ • e WALL SHEATHING LESS THAN 6 AND NO MORE L ATE ALL `SHE E I� /d STEEL FLITCH PL THAN 1 MAKE 4 cs EXTERIOR A 2 FROM ALL BUTT 12 1 SE LVA S LVA MARINA A35 JOINTS IN THE SILL PLATE ,, CIRCLE ATLANTIC BEACH FLORIDA L 2 CS 175 x .5 STUD FIRST SECOND LEVEL 2 cs 1..7.5 x7.25 STUDS FIRST LEE . 5 S � P SHEARWALL SCHEDULE A L U AND VERTICAL C CENTER MULL AT D SILL PLATE BUT DETAILS ENTER MULL - AT STAIR WINDOW VERTIC L DOORS T JOINT` DETAIL 2 DETAIL 6 DETAIL 1� DETAIL . 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OFFICE COP Y , » » » » 1 _ . _SCALE. 1 - 1 -0 86 SCALE. 3 4 - 1 -0 SC 1 1 0 �.6k-1 .ALE. //22 / 8m6 SHEET 30F 12 0 ° ° — 11 < t .. , �.. ....�� So KU J/il>n�7VIVYILLG I'LLlRNA JLLUa / II"'IhftHUtU U 2 , SHEATHING FASTENED w 8d CONNECTION`' SYSTEM AS / 389-5456 - FL. CORP. AA2755 S PER STRUCTURAL 1 COMMON WIRE NAILS @ 3 O.C. : TU L SHEETS MM 1 1 A 8.12 AND 6 O.C. 8 4 AND EDGE FIELD CHRISTOPHER C. �/�THE INC. 1 KATHE, i GYPSUM DRYWALL FINISH AS 1 2x6 P.T. SYP N0.2 SILL PLATE CONSULTING STRUCTURAL ENGINEER 1� EDGE AND 6 O.C. FIELD H'> EL. +0' 0 . w .-......... X x I I X. X X X X X ��- TOP OF SLAB d- .. . , .. d- » » /� , v S C� 16 0 i _ a v- STUD SPF No 2 " 4 2x6 «, w j Qa \ \ \ \ T . a / COUPLE U A m R N T AND 2"x6" P.T. SYP N0.2 PLATE SILL \ » , w , 2x 2 x PATE : rry GALVANIZED 8 L i w o x 12 HOT DIPPED GA LVA _. 2 A ; .BOLT ® 2 4 O.C.WASHER. , , » 3 CLEAR TYP ANCHORK._. 3 -- — d MONOLITHIC I » / 0w 3 0L x 12 ATE WASHER PL � ,: TION x2 x i THICKENED ST FOUNDATION » 2 THIO PO , _ _ 1 _ 4 CONCRETE :SLAB ON GRADE . _ ` . x 3 _ 0 , , 3 .0 , 1 ._ — 4 cs —6 A ADD 'ADD 2 1 w 5 CONTINUOUS AND D 3 i 1 w' WWF 6x6,W1.4xW1.4 OVER WALL REINFORCING 1 5' STEM. — — RPENDICUL R BEND PE 1 5 x fi EAC SIDE' » 6' -.MIL VAPOR BARRIER ON 2 H INTO. SLAB AND LAP 24 I w/ WWF I TERMITE TREATED COMPACTED FILL » — INTERIOR FOUN AT ION coNTlNuous 3 0 W x 3 O l on x 12 d NTE. ION # - 9 EL.+ 0 0 i X x X X x • �-- _. AT . .FLUSH FLOOR TRUSS T F05SUPPORT STOP OF TU DS EXTEND /2»C X PLYWOOD CHRISTOPHER C KATHE FL P.E. s6 820 WALL SHEATHING BELOW \ THE SILL PLATE.. r3 SECTION 8 CMU STEM WALL w 5 ..: _. GALE. 4 1 0 ` TICA DOWEL w TD 9 8.7 S 3 VERTICAL D S 0 25 N FOUNDATION �r BEND INTO F ®40 O.C. BEND OVER a M f VERTICAL DOWEL INTO SLAB P 4 MIN. GROUT ALL » » AND A 2 A L 2 x, P.T. SYP SILL PLATE FINISHED GRADE 4 NO 2 » T SAB ON GRADE » 4 CONCRETE L << FLORIDA RAISED SEALSIGNATURE IN BL E INK LS SOLID w CONCRETE » U CEL 25 / L w , \ \ RA � 4 CONCRETE SLAB ON G DE W 4 OVER z xs W1 4x 1. 48 cV SHOWER w WWF 6 I w WWF 6xfiW1 4x 1.4 OVER 6 MIL VAPOR BARRIER. REVISIONS: DATE: 1 -2 EL. -3'-4" fi MIL VAPOR BARRIER 0 TERMITE TREATED : tv BUILDING PERMIT ISSUE 08 Q7/2017 , N ON TE- TREATED TERMITE OMPACTED FILL TREAD C TOP OFFOOTING �:3 STEP' w/ A 2 .; COMPACTED .FILL 5 BENT BAR o / Q / 991 W a w d. • • a _ 5» STEP `d X x. X X X .._ X J . v aX d a r k _ (RISER) - DRAWN BY:DATE. a-•--�-- X X d- / \, v FOOTING w / 12"x24" 24 CONCRETE � 5 DOWEL w / x . \ CCK : C OS/07/2 17 a 0 �O • W/ 3—#5 CONTINUOUS, » w 8 w ' 8d MONOLITHIC #xa 3 CLE T YP , .X X X . APPROVED BY. FOOTING SHALL. BE CENTERED 8 _ d , V poll LAB` EDGE THICKENED S D 1 5CNT » , » 0 UOUS CCK BENEATH TH 8 CMU STEMWALL 2 0 W/ 1. 5 CONTINUOUS AT STEPS w MIN. / C JOB N0: CONCRETE OV RAGE E17-0 I 35 I I 1 NEW HOUSE DOWN AT SHOWER STEPS AT COVERED PORCH 3 SLAB TEP � E TYPICAL ONE—STORY WALL SECTION 2 S r4***N SECTION BUDNICK SECTION SECTI ON 5 » , , — : 3 4 = 1 -0 �.7SCALE: 3 _4 = 1 -0SCALE. 3 1 08.7 SGALE8.7 4 / 1251 SELVA MARINAIR LE C C ATLANTIC BEACH FLORIDA O WALL i SECTIONS AND FOUNDATIONSECTIONS 0 l E COPY 8w7F FC SHEET 4 OF 12 SIDING AS PER ARCHITECTUR ° PER ARCHITECTURAL PLANS w/ /z »0 x 12» HOT DIPPED GALVANIZED 420 OSCEOLA AVENUE PLANS AND SECTIONS G YPSUM DRYWALL FINISH AS ,, V APA RAT ED .ROOF SHEATHING. 4 ;, 2x6 P.T. SYP N0.2 11 » x o.2 2 6 SPF N 4> CONCRETE SLAB:' ON GRADE ANCHOR BOLT � 24 OTC. w / 1 » 2 / PLATE WASHER JACKSONVILLE BEA H FL FLORIDA 22 - C 0 3 50 11 PER ARCHITECTURAL PLANS od RING SHANK COMMON FASTEN w GSTUDS / SILL PLATE,w/ MASTER BEDROOM 16" O.C. w WWF; 64'. 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FASTE IN—BETWEEN, ROOF T E w / w SCHEDULE NNECTOR S 0AS PER UPI� i `C OF BLOCKING NAILS EA H ENDC N G -w r� 25.ELFT »01 3 CL AR .TYP �,1 3x3x / 4 , 6 s 16d TOENAILS0PLATEWASHER c P » 2p-0" AND HEX NUT 1 i� A TRUSS TO TOP PLATE ECH US » 22» x6 SYP N o.2 'TOP PLATE c) 11 11 11 11 TYPICAL COVERED PORCH FOUNDATION STEP—DOWN 25 TOGETHER w/ 2 ROWS 10d 1 ::BRACE BOTTOM CHORDS OF 48SPLICE COMMON WIRE NAILS.®16» O.C. _ PRE—ENGINEERED ROOF TRUSSESr7�SECTI ._ N 11 11 11 11 w 2x4 SYP No.2,LATERALks. 8.7 SCALE: 3/4" 1 F INSTALL 2"x6" SP No 2 SOLID ii » BRACES CD 48 O.C.FASTEN W / 5 BENT BAR PLYWOOD BLOCKING NG ATP D JOINTS. II 11 2 cs 12d COMMONMON WIRE NAILS AT ;- I, _ TOE—NAILS FASTEN w 4 12d TOE NAILS / 11 11 EACH TRUSS INTERSTECTION 9 EACH END OF BLOCKING 11 II _. oo 1/2 0 THREADE D ROD 11 5 DOWEL n 11I1I 2»0 THREADED—ROD „ CONNECTOR BEYOND II il t 3 ., II CONNECTION SYSTEM AS PER STRUCTURAL :SHEETS .. r -: x PF No.2 �3 4 cs 2 fi S .. _ . AP CEDAR HO ZO L _ 1x12 SHIPL A .s 11. . _ 4 AN 8.1.2.... _. _ µ _ .. r, r "FLU SH FLOOR BE I SUPPORT S TUDS 1 1 2 x2 x PLATE .WASHER AND COUPLER NU , EDGE AND 6 O.C. FIELD H'> EL. +0' 0 . w .-......... X x I I X. X X X X X ��- TOP OF SLAB d- .. . , .. d- » » /� , v S C� 16 0 i _ a v- STUD SPF No 2 " 4 2x6 «, w j Qa \ \ \ \ T . a / COUPLE U A m R N T AND 2"x6" P.T. SYP N0.2 PLATE SILL \ » , w , 2x 2 x PATE : rry GALVANIZED 8 L i w o x 12 HOT DIPPED GA LVA _. 2 A ; .BOLT ® 2 4 O.C.WASHER. , , » 3 CLEAR TYP ANCHORK._. 3 -- — d MONOLITHIC I » / 0w 3 0L x 12 ATE WASHER PL � ,: TION x2 x i THICKENED ST FOUNDATION » 2 THIO PO , _ _ 1 _ 4 CONCRETE :SLAB ON GRADE . _ ` . x 3 _ 0 , , 3 .0 , 1 ._ — 4 cs —6 A ADD 'ADD 2 1 w 5 CONTINUOUS AND D 3 i 1 w' WWF 6x6,W1.4xW1.4 OVER WALL REINFORCING 1 5' STEM. — — RPENDICUL R BEND PE 1 5 x fi EAC SIDE' » 6' -.MIL VAPOR BARRIER ON 2 H INTO. SLAB AND LAP 24 I w/ WWF I TERMITE TREATED COMPACTED FILL » — INTERIOR FOUN AT ION coNTlNuous 3 0 W x 3 O l on x 12 d NTE. ION # - 9 EL.+ 0 0 i X x X X x • �-- _. AT . .FLUSH FLOOR TRUSS T F05SUPPORT STOP OF TU DS EXTEND /2»C X PLYWOOD CHRISTOPHER C KATHE FL P.E. s6 820 WALL SHEATHING BELOW \ THE SILL PLATE.. r3 SECTION 8 CMU STEM WALL w 5 ..: _. GALE. 4 1 0 ` TICA DOWEL w TD 9 8.7 S 3 VERTICAL D S 0 25 N FOUNDATION �r BEND INTO F ®40 O.C. BEND OVER a M f VERTICAL DOWEL INTO SLAB P 4 MIN. GROUT ALL » » AND A 2 A L 2 x, P.T. SYP SILL PLATE FINISHED GRADE 4 NO 2 » T SAB ON GRADE » 4 CONCRETE L << FLORIDA RAISED SEALSIGNATURE IN BL E INK LS SOLID w CONCRETE » U CEL 25 / L w , \ \ RA � 4 CONCRETE SLAB ON G DE W 4 OVER z xs W1 4x 1. 48 cV SHOWER w WWF 6 I w WWF 6xfiW1 4x 1.4 OVER 6 MIL VAPOR BARRIER. REVISIONS: DATE: 1 -2 EL. -3'-4" fi MIL VAPOR BARRIER 0 TERMITE TREATED : tv BUILDING PERMIT ISSUE 08 Q7/2017 , N ON TE- TREATED TERMITE OMPACTED FILL TREAD C TOP OFFOOTING �:3 STEP' w/ A 2 .; COMPACTED .FILL 5 BENT BAR o / Q / 991 W a w d. • • a _ 5» STEP `d X x. X X X .._ X J . v aX d a r k _ (RISER) - DRAWN BY:DATE. a-•--�-- X X d- / \, v FOOTING w / 12"x24" 24 CONCRETE � 5 DOWEL w / x . \ CCK : C OS/07/2 17 a 0 �O • W/ 3—#5 CONTINUOUS, » w 8 w ' 8d MONOLITHIC #xa 3 CLE T YP , .X X X . APPROVED BY. FOOTING SHALL. BE CENTERED 8 _ d , V poll LAB` EDGE THICKENED S D 1 5CNT » , » 0 UOUS CCK BENEATH TH 8 CMU STEMWALL 2 0 W/ 1. 5 CONTINUOUS AT STEPS w MIN. / C JOB N0: CONCRETE OV RAGE E17-0 I 35 I I 1 NEW HOUSE DOWN AT SHOWER STEPS AT COVERED PORCH 3 SLAB TEP � E TYPICAL ONE—STORY WALL SECTION 2 S r4***N SECTION BUDNICK SECTION SECTI ON 5 » , , — : 3 4 = 1 -0 �.7SCALE: 3 _4 = 1 -0SCALE. 3 1 08.7 SGALE8.7 4 / 1251 SELVA MARINAIR LE C C ATLANTIC BEACH FLORIDA O WALL i SECTIONS AND FOUNDATIONSECTIONS 0 l E COPY 8w7F FC SHEET 4 OF 12 SIDING AS PER ARCHITECTUR i PLANS AND SECTIONS G YPSUM DRYWALL FINISH AS ;, 2x6 P.T. SYP N0.2 11 4> CONCRETE SLAB:' ON GRADE 11 PER ARCHITECTURAL PLANS _ << & SILL PLATE,w/ w WWF; 64'. W1 4xW1 4 ,OVER /2 APA RA TED WALL / � 2 x' 10 ANCHOR �r , BARRIER 6 MIL VAPOR 'BA ER SHEATHING FASTENEQ n $d II BOLT ®24» O.C. w II ON TERMITE TREATED , �.. COMMON WIRE NAILS' ®3 O.C. K�. .. ..,. COMPACTED FILL EDGE AND 6 O.C. FIELD H'> EL. +0' 0 . w .-......... X x I I X. X X X X X ��- TOP OF SLAB d- .. . , .. d- » » /� , v S C� 16 0 i _ a v- STUD SPF No 2 " 4 2x6 «, w j Qa \ \ \ \ T . a / COUPLE U A m R N T AND 2"x6" P.T. SYP N0.2 PLATE SILL \ » , w , 2x 2 x PATE : rry GALVANIZED 8 L i w o x 12 HOT DIPPED GA LVA _. 2 A ; .BOLT ® 2 4 O.C.WASHER. , , » 3 CLEAR TYP ANCHORK._. 3 -- — d MONOLITHIC I » / 0w 3 0L x 12 ATE WASHER PL � ,: TION x2 x i THICKENED ST FOUNDATION » 2 THIO PO , _ _ 1 _ 4 CONCRETE :SLAB ON GRADE . _ ` . x 3 _ 0 , , 3 .0 , 1 ._ — 4 cs —6 A ADD 'ADD 2 1 w 5 CONTINUOUS AND D 3 i 1 w' WWF 6x6,W1.4xW1.4 OVER WALL REINFORCING 1 5' STEM. — — RPENDICUL R BEND PE 1 5 x fi EAC SIDE' » 6' -.MIL VAPOR BARRIER ON 2 H INTO. SLAB AND LAP 24 I w/ WWF I TERMITE TREATED COMPACTED FILL » — INTERIOR FOUN AT ION coNTlNuous 3 0 W x 3 O l on x 12 d NTE. ION # - 9 EL.+ 0 0 i X x X X x • �-- _. AT . .FLUSH FLOOR TRUSS T F05SUPPORT STOP OF TU DS EXTEND /2»C X PLYWOOD CHRISTOPHER C KATHE FL P.E. s6 820 WALL SHEATHING BELOW \ THE SILL PLATE.. r3 SECTION 8 CMU STEM WALL w 5 ..: _. GALE. 4 1 0 ` TICA DOWEL w TD 9 8.7 S 3 VERTICAL D S 0 25 N FOUNDATION �r BEND INTO F ®40 O.C. BEND OVER a M f VERTICAL DOWEL INTO SLAB P 4 MIN. GROUT ALL » » AND A 2 A L 2 x, P.T. SYP SILL PLATE FINISHED GRADE 4 NO 2 » T SAB ON GRADE » 4 CONCRETE L << FLORIDA RAISED SEALSIGNATURE IN BL E INK LS SOLID w CONCRETE » U CEL 25 / L w , \ \ RA � 4 CONCRETE SLAB ON G DE W 4 OVER z xs W1 4x 1. 48 cV SHOWER w WWF 6 I w WWF 6xfiW1 4x 1.4 OVER 6 MIL VAPOR BARRIER. REVISIONS: DATE: 1 -2 EL. -3'-4" fi MIL VAPOR BARRIER 0 TERMITE TREATED : tv BUILDING PERMIT ISSUE 08 Q7/2017 , N ON TE- TREATED TERMITE OMPACTED FILL TREAD C TOP OFFOOTING �:3 STEP' w/ A 2 .; COMPACTED .FILL 5 BENT BAR o / Q / 991 W a w d. • • a _ 5» STEP `d X x. X X X .._ X J . v aX d a r k _ (RISER) - DRAWN BY:DATE. a-•--�-- X X d- / \, v FOOTING w / 12"x24" 24 CONCRETE � 5 DOWEL w / x . \ CCK : C OS/07/2 17 a 0 �O • W/ 3—#5 CONTINUOUS, » w 8 w ' 8d MONOLITHIC #xa 3 CLE T YP , .X X X . APPROVED BY. FOOTING SHALL. BE CENTERED 8 _ d , V poll LAB` EDGE THICKENED S D 1 5CNT » , » 0 UOUS CCK BENEATH TH 8 CMU STEMWALL 2 0 W/ 1. 5 CONTINUOUS AT STEPS w MIN. / C JOB N0: CONCRETE OV RAGE E17-0 I 35 I I 1 NEW HOUSE DOWN AT SHOWER STEPS AT COVERED PORCH 3 SLAB TEP � E TYPICAL ONE—STORY WALL SECTION 2 S r4***N SECTION BUDNICK SECTION SECTI ON 5 » , , — : 3 4 = 1 -0 �.7SCALE: 3 _4 = 1 -0SCALE. 3 1 08.7 SGALE8.7 4 / 1251 SELVA MARINAIR LE C C ATLANTIC BEACH FLORIDA O WALL i SECTIONS AND FOUNDATIONSECTIONS 0 l E COPY 8w7F FC SHEET 4 OF 12 d- . 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E 2 2x6» SPF N0.27 wSPLICE TO3 cs8.4 AND 8.12 LS®1 zAPA RATED WALL12d COMMON WIRE NAIHULL HTSTUDS EACH END � INSTALL 2 cs SIMPSON A36 -ANGLES SHEATHINGFASTENED w/ 8d EACH 3 IY1.75 x6.0 2:OE WIRE NAILS ®3O.C.EACH END MICROLAM LVL ROOF HEADER BEAM COMMON 00 ao EDGE AND 6 O.C.`FIELD CONSTRUCT COLUMNS wLIVIN ROOM a COVERED 2x6 SPF No.2 PORCH STUDS ®16G LIVING ROOM DOOR AND TRANSOM WINDOW •ATFIRST LEVEL BRICK VENEER PER ARCHITECTURAL PLANS25 COUPLER NUT AND 2%2%1/8" PLATE WASHER - 025 17° CH `R I S "T O P HER . C. KATH E . ,a _ Fd,LJ. P .E . 36 8t 2 48» 2x6 P.T. SYP NO.2 SILL PLATE OT DIPPED GALVANIZED 120 x 12 HS ANCHOR BOLT 0 O.C. w/ #5 BENT BAR 2 x2x1 PLATE 919 4" CONCRETE SLAB ON GRADE 4» CONCRETE SLAB GRADE 5CO TINUOUS BEND STEM REINFORCING w WWF 6x6W1.4xW14 OVER w/ WWF 6x6W1.4xW1.4 OVER » D LAP 245 DOWEL INTO SLAB A w WWF MILVAPORBARRIERON 6 MILVAPORBAR IER -SIGNATURE IN BLUE IN K TERMITE TREATED COMPACTED FILL ON TERMITE TREATED FLORIDA RAISED SEAL 1 5 CONTINUOU COMPACTED FILL EL.+ 0,-0» N . REVISIONS: DATE: BUILDINGPERMIT ISSUE D8 0 7l207 TOP OF SLA x Xa X— x x x e. NS 8 CMU STEM WALL W 5 VERTICAL DOWEL W STD 9 DRAWN BY. DATE. 8x8 THICKENED EDGE CCK osro7r2o17BEND INTO FOUNDATIONUS — 1#5 CONTINUO W/ 1 #5 CONTINUOUS APPROVED BY®40n O.C.BEND OVER AT STEPS w/ 3► MIN.VERTICAL DOWEL INTO SLAB 8 CMU STEM W L w5 VERTICAL CCK CONCRETE COVERAGE AND LAP 24 MIN. GROUT ALL DOWEL w/ 'STD 9 BEND INTO JOB N0. CELLS SOLID w CONCRETE FOUNDATION ® 4 »O.C. BEND OVER E17_035 VERTICAL DOWEL INTO SLAB AND LAP 24 MIN. GROUT ALL CELLS NEW HOUSE EL.—S-4 12"x24" FOOTING SOLID wCONCR TE F FOOTING TOP #5 CONTINUOUS,TINUOS : dd O w3 4,e BUDNICK FOOTING SHALL BE CENTERED BENEATH 8 CMU STEM ALL1251 SELVA MARINA CIRCLE 4 8x3 0x12 deeP CONCRETE ATLANTIC BEACH, FLORIDA 3»cL AR TYP SECTION AT POH FOOTING 5 @ 12» 0,C, 2 oil, 4-8"x3'-0"EACH WAY BOTTOM. COVERED PORCH WALLSECTI ONSECTION .2SCALE. 3/4" » OFFICECOPY SHEET 9 0 8m12 12 M1 . WILLIAM LEUTHOLD /z L � A L THREAD CONNECTOR oo 2%6" SPF No.2 ARCHITECT INC. CONNECTION N N E ROD 048 O.C. SEE LAYOUT ANCHOR ROD CTION SYSTEM THREADED STUDS.. C� 16" O.C. » ON SHEETS 8.4 AND 8.5. 2742 HERSCHEL STREET - '_ , ` oo The contractor shall utilize the all -thread connecton system as specified as follows: Shearw all All -Thread Con nec tion Systems tem �. g�v DRILLED A ND EPDXIED I ED , JACKSONVILLE, K SONV LL L E FL OR ID A 3220 5COUPLER NUT 23/4STURDI-FLOOR SUB FLOOR TYPI AL HOT DIPPED GALVANIZED 389_5456 FL. CORP. AA27 5 Uplift connectors from the various PteenIneered roof trusses, conventional roof The shearwaU all -thread uplift connection SWTC system. is composed of one PLYWOOD SHEATHING. GLUE AND 3 3 x 4PLATE WASHER THREADED ROD ANCHOR, framing, conventional overframin9 covered porch framing, and floor framing aFASTEN TO WOOD FLOOR TRUSSES diameter 36 ksi all_thr drod thaf runs the ll vertical height thewallAND HEX NUT 2»x2»x�/s» PLATE WASHER SEE GENERAL NOTES AND CHRISTOPHER C KATHE IN C shall be installed m accordance with the Uplift Connector Schedule. w/ 10d COMMON WIRE NAILSpenetratin9bo h the toP and bof Orn Plates nil 9routed with Sim son Stron9_Tie 12„x6» SYP No.2 AND COUPLER NUT DETAIL 1/8.14 CONSULTING STRUCTURAL ENG INE RHI h Strength Epoxy Into the slab stemwall with8 embedment. Use a 9/16" drill 4 O.C. EDGES AND All -Thread UIIf Connection SYStern bIt for and concrete holes. The cast m Place /zdiameter x 10 anchor � 6O.G. FIELD`BOTTOM PLATE 8 MINIMUM 420 oscEoLA AVENUE bolts specified on structural sheet 8.5 shearw IIs specifications, may in �EMBEDMENT JACKSONVILLE BEA H FLORIDA 2250 The .all -thread uplift connection system ATUC -Iscomposed of one 1/2" diameter x4 SYP N .2 �$a$) 217-4707 lieu of the drilled ande epoxied threaded stud t theconcrete slab... The top end of 2 36 ksl all -thread rod that runsthefull vertical height of the, penetrating both CONTINUOUS FL P.E. 36820the SWATC is bound to the top Plate with a square, / thick and a nut 2x6 P.T. SYP N0.2the top and bottom fates, and grouted with Simpson Strong -Tie Tie HI h Strength a��cckathe@gmail.com The bottom Plate Is bound to the slab with 2x2»;1/8" thick plate washer and nut. g� �vq SILLPLATE Epoxy Into theslab stemwall with 8embedment Use 9/16» drill bit for Plate The al e spliced with thread' may d h a coupler hr ailed. onto the 'all thread » » b e a 11"02" SHIP LAP CEDAR r Its specified 1 2 - diamet erx10 a anchor bo holes. The cast in lace» and concrete d p / 3 min um distance of _ at each end of the coupler. The coupler shall be rated to ral sheet 8.5 may be utilized m lieu ; of the drilled and epoxied threaded 4 P. - P, HORIZONTAL SIDING AS n structural P o , Y stud at the co n crete slab. The to _. endo f the ATUC s b o und to the top plate ate w ith for al l owab!e tension of 3 .:200 pounds underer wind loading. The locations of SWATC PER ARCHITECTURAL PLANSS 8x8, CMU BOND--"" D within the above_referenced `structure shall be as follows: a 3» square, 34t thick washer and a nut. The bottom plate is to the slab BEAM w/ 1 - 5 with _ a 2, x2;x 1 8 thick plate washer and nut The al - thread m a Y be s Pliced with _ CONTINUOUS OUSShearwaII Ends 1 cwIt in 3 of end studs '/zCDX PLYWOOD WALL a coupler threaded onto the all -thread a minimum distance of each end of the coupler.ler The coiPnler- shall be rated for allowable tension of 3 , 200 pounds under SHEATHING FASTENED w /Miscellaneo 8d COMMON WIRE NAILS 8 CMU REIN -FORCE -wind ' loading. 9 The locations of AT UC within the above referenced structure shall be D » » .. S A @ 3 O.C. EDGE AND STEMWALL OVER follows: � ER as The installed diameter anchor bolts that are no utilized b the II thread Y p 6 ' ' O.C. FIELD CONCRETE connection system shall receive a 2 2x8Iatewasher and hex nut at`the Typical Wall Section 48 o.c. max FOUNDATION bottom plate. 4 a Qv (2)2"4" SYP No.2 Minimum Quantity Y 'an it of ATU C Between Corners Maintain a minimum edge distance of 2 f orn' the outside edge o the embedded u r f 9 9 PLATE. SPLICE f Continuous Bearing -Wall TOP Run o 0 `2 PCs Along Straight » P 9 __ all-threadc of wall. rod to the > outside face the 8 mu TOGETHER w/ 2 ROWS • 10d COMMON WIRE Including Shearwall s d Not Wall Ends s Bearing W_ _ 9; The 0 late hall be free of splits, checks hakes and wanes. 1 of nil studs p P P NAILS ® 1 6 O.C. 1 within 3 e 1 c h -/ ALTERNATE DRILLED N EPDXIED 0 P 40 DEEP DEEP T RILLS AND E /� 'The hex nut: above the to late shall b ti, heed to approximately- 30ft. l E SYSTEM 24 x ab e nbs of ,"-2"a' SPF No.2 Header Framing P P , 9 PRE-ENGINEERED 'FLOOR , THREADED STUD IN LIEU OF ANCHOR BOLT ,9 torque. _, moisture aand' e 'rel ted. shrinkage ofbuilding Ch 'n es in -mo s are :con content h a _materials . q Changes t 9 STUDS ®16 O.C. o : nin within 3 0 f full height stud _9 TRUSSES ® 19.2 O.C. 1 each .wide of e 9. P- 9 will of �ectivel eliminate the re: loadm cause b the Initial ti htenin of the hex Y P_ 9 Y 9 _ 9 nut After rough -ins of the mechanical an electrical trades are complete, and Bottom Plate Splices riot �o installation of Insulation re -tightened he upper hex nuts to the required embedment Redhead. within 12 of splice, a .Instal r� �x8 ,w/ 5/z em p Soft lbs. of torque. TYPICAL THREADED ROD CONNECTION each side of splice. -ATC may substitute for Redhead. 9 p Y AT WALL f FLOOR TRANSITION High Uplift Connection Girder Truss 1 each side of and within 3"(uplift > 1500 lbs.) of high uplift girder 2 DETAIL. 8 14 1 SCALE: 11/ „ = 1'-0" .z DRILLED AND EPDXIED � 1 / PLATE WASHER z ABOVE TOP .PLATE PROVIDE A 3%3"Y/4" 2 x2 x L PROV/s Fp3 x3, x PLATE / _4 » „ „ HOT DIPPED GALVANIZED AT �, D COUPLER NUT PL AN THICK STEEL WA FASTEN E SHR S PROVIDE AN ADDITIONAL ROW OF E_ 'WASHER AND HEX NUT AS N » �� SPLICE IN DOUBLE Fp3 x3 x PLATE" N 0 C _ �4 ROD ANCHOR, P. 0.2 DOUBLE THREADED 0 A A WITH A HEX` NUT AND ALLOW ;AT LEAST 2%6" SY N BLE R , Sd NAILS T 6 O.C. INTO THE TOP PLATE BETWEEN - WASHER AND HEX NUT 0 L E BE S TO EX TOP PLATE. FASTEN TOGETHER SEE `GENERAL NOTE AND 3- THREADS EXTEND ABO T GHTENED 4 INADDITION VE 1 TE TO OTHER U FIRST TOP PLAKING STUDS AND F R » P N 2 2x6 SY 0 2 10d COMMON WIRE NAILS DETAIL '1 8.14 EX NUT. (TYPICAL) w G :SPECIFIED IN SCHEDULE. H L O / I NAILING U ANCHOR RODS. ) SIMP ON CS16 `1 c S DOUBLE' TOP PLATE p ® 16 O.C. PROVIDE 3-10d » TRAP FROM ABOVE PREENGINEERED R S E 8 MINIMUM LING SEE ROOF -ROD SPA COMMON WIRE NAILS EACH M SCHEDULE. » » EMBEDMENT S TRUSSES (TYPICAL) ) SIDE_ OF SPLICE TYPICAL 2x6 P.T. S P 0.2 Y N 22 x6 O SILL PLATE, L I_A as _ 1 .. I . . m_ . _. � WOOD HEADER E.. R SYP N 3 3» x� 4 PLATE E , �-`NU EDOUBLE TRUSS TOPLATE WASHER AND EA EaOFOPENLNG, TOP DPLATE HEX NUTCONNECTOR, SEE I Q _d - .. .. SCHEDULE. DOLE 3. SC R SCHEDULE. SEE SDE TN OU 15 CONHEADER SEE CONTINUOUS SHEATHI G aaa z SCHEDULE. z D _, SHALL BE PROVIDED ovfc¢Dd r, : owEo- , -� ....a � ABO VE A Lx� L Y.a ,.... OPENINGS N G S� � _ v.... .. _ -,� .•._ :2 _... , 4. 4» SLABO N GRADE 2CDX PLYWOOD hL BE NALEDo.SEE PLAN. SHEATHING , � 3 2x6 SPF N0.2O.C.ALONG EDGE (TYPICAL), w STUDS C 16, 0,C. w.AND AT CRIPPLESABOVE 8 CMU REINFORCED OOD SEE FLOORPLAN STEMWALL OVER JACK HEADER. W SEEHEADER CONCRETE ,w SECURE STRAP ERSCHEDULE. PR0VIDS AN ADDITIONAL ROW 0F BEAM FOUNDATIONBEAM11 1Oil COMMON ,/z »�THREADED ROD8d NAILS AT6, O.C.0NTO ONE OF UPLIFT CONNECTORca THE KING ADJACENT TO ALL ROUGH OPENING ANCHORINGSYSTEM A 3"x3"x1/4"_\ /4 a OPENINGS. IN ADDITION TO OTHER BOVE BOTTOM PLATETHREADED OD lRE NAIS ¢ THICK K STEEL 'PLAT E SEE ARCH. �N NAILING SPECIFIED IN SCHEDULE. SEE DETAI 1 .14 WASHER. FASTEN WITH A COUPLER. THREADED DED ROD ` SIMP.ON ��,,&_STRAP FASTEN_ D DOUBLE T OP PLATE EFASTENING AL ER NA T E DRILLED AND EPDXIED TYPICAL R OPENING TO FIRST LE EHEADER BEAM AT 1�»� THREADED ROD THREADED STUD IN LIEU OF ANCHOR /B2 Os �L T r DET DETAIL .w 7 DETAIL » 5 _AIL 6 40 SYSTEM 24 , ' PREEN GINE EKED SCALE. N.T.S. SCA 8.14 SCALE.N.T.S. 8.14 8.14 LE. 3 1'-0" �14 SCALE: N.T S. N ,. FLOOR TRUSSES CHRISTOPHER C. KATHE 4. FL P.E. 36820 ® 19.2» O.C. ALTERNATE AD1 cSIMSO D N H2.5 U DD 1 c `SIMPSON H25 UPLIFT UPLIFT ALTERNATE A , P P c SIMPSON MSTA24 AE 1 CONNECT( T TOP AND . CONNECTOR AT TOP AND N _ 1' c S MPSQN MSTA24 C x a. STRAP PEACH SID BOTTOM 0F THESE STR AP EA CH SIDEOF BOTTOM OF T�i ESE STUDS , DOOR HEADER 11- FTHREADED 6 o_ . . 1 ,e ,. UMBER OF KING STUDS OOR HEADER IF I-- THREADEDROD r - � EA. SDE OF OPENING, G READ TH D ROD E SYSTEM IS 11 11 II HEADER, E SEE HEADER SCHEDULE. .- FLORIDA SEAL _ SYSTEM IS u o / ,i _ o 4 WASHER A AND HEX- NUT o PLANS NOT USED f.V r a. UHEADER, '"SEE CONTINUOUS S SHEATHINGU 11 II I �n z F , / zz SCHEDULE. SCHE HEADER SEE SHALL BE PROVIDED II SYSTEM ..UPLIFT STUDS SYSTEM 16 O.C. ROUGH : a SCHEDULE AND u III ABOVE ALL ALL AB OPENINGS 'OPENING CS FULL HEIGHT n u NN PLYWOODj oaq . 0 0 -, 2 cs FULL HEIGHT 0 0o_ , .., AND SHALL BE NAILED n N 2x6 SP;F N0 2/2CDX HING SHEATHING u N< » » 2x6 SPF N0.2- � STUDS EACH SIDE n n 03»OC. ALONG EDGE SDS® 16» O.C. n u STUDS EACH SIDE W F�fLij 0 JACK STUDS, WTYPICAL 0 AND CRI PPLES ABOVEOVE HEADER: TYPICAL u I OF OPENING , CCK ' SEE ¢ , SEE HEADER ¢ MINIMUM "S EEMINIMUM. G PLA FRAMING N I W ... . t .....1 ,I Il, W SCHEDULE. roe No. AN ADDITIONAL OVIDE L .ROW OF II 1 _ SPF N0.2 1 cE 2x6 _ 8d NA ILSAT 6�� O.C. ONTO ONE 0F 9 1I 1 c 2x6 N 0.2 _ SPF F _' Co CRIPPLE STUDS EACH co co THE KING STUDS ADJACENT TO ALL CRIPPLE STUDS EACH NEW HOUSE SIDOF 3,-1» OPENING, M r� ROUGH OPENING M P ADDITION OPENINGS. IN N TO OTHER t , x3 -x PLATE OR 2 PCs 2x6 SPF N0:2 P II II 11 11 n SEE ARCH. BUDNICK NAILING SPECIFIED IN SCHEDULE. IL NG SPE ED E WASHE 4 AND HEX NUT ARCHITECTURALS 8 EMBEDMENT NT FOR ,, II ,I CRIPPLE STUDS 'EACH SIDE OF OPENING UP WASHER AND HEX NUT II /20 10 HOT DIPPED OR C , UPLER NUT AT /z � THREAD ED ROD P _ 0 6 4 T E N OR COUPLER UT AT u 11 II Fu I n x n n SECOND LEVEL 12 51 SELVA MARINA CIRCLE SECOND LEVEL GALVANIZED ANCHOR BOLTS ATLANTIC BEACHFLORIDAFLO 1 AT 8» CMU STEM WALL -BELOW a » W/ COUPLER NUT 2x2 -x l8 `NOTE:, T ilrl A \ I 1 ► 1 e% A ► 1 r"% nTl"\ A.. 1'11'1 I \ 1 /1 A W AND HEX PLATE WASHERS', , FASTEN HE H2. 5 w / SPACING ACING A E S REQUIRED UIRED _ 10 » TO MAINTAIN 24",MAX. ,8dx1 COMMON 2 WIRENAILS FOUNDATION STEMWALL _ SPACING TO NEXT ANCHOR Rnl T nR TWPPAnpn Rnn CA t•`TCwI IJP ' ►.CTA nA DOOR HEADER 11- FTHREADED 6 11 THREADEDROD := SYSTEM IS 11 11 II HEADER, » » » 3 x3 x PLATE / .- FLORIDA SEAL _ » �, � NOT USED 3 _x3 x ...:PLATE 4 u SCHEDULE r� n 11 4 WASHER A AND HEX- NUT REVISIONS. , DAT-. E PLANS n u II 1 II n/ II � THREA E Q THREADED - ROD z D _ BUILDING PERMIT ISSUE 08/07/2017 z„ , -0 THREADED -ROD II II N 11 II I �n CONNECTION 2x6 SPF N0.2 11 HEADER SEE II SYSTEM ..UPLIFT STUDS SYSTEM 16 O.C. ROUGH SCHEDULE AND u III 'OPENING CS FULL HEIGHT n u NN PLANS n 1u1 -, 2 cs FULL HEIGHT DRAWN BY: DATE: »... - x6 SPF N0.2 2 n N u N< » » 2x6 SPF N0.2- _ CCK 08/07/2017 STUDS EACH SIDE n n n u STUDS EACH SIDE APPROVED BY. OF OPENING DOOR HEADER 11- FTHREADED THREADEDROD := SYSTEM IS 11 11 II II I II » » » 3 x3 x PLATE / .- FLORIDA SEAL _ » �, � NOT USED 3 _x3 x ...:PLATE 4 u n 11 4 WASHER A AND HEX- NUT REVISIONS. , DAT-. E WASHER AND HEX `NUT n u II 1 II n/ II � THREA E Q THREADED - ROD z D _ BUILDING PERMIT ISSUE 08/07/2017 z„ , -0 THREADED -ROD II II N 11 II I k m UPLIFT CONNECTION CONNECTION 2x6 SPF N0.2 11 HEADER SEE II SYSTEM ..UPLIFT STUDS SYSTEM 16 O.C. u N SCHEDULE AND u III CS FULL HEIGHT n u NN PLANS n 1u1 -, 2 cs FULL HEIGHT DRAWN BY: DATE: »... - x6 SPF N0.2 2 n N u N< » » 2x6 SPF N0.2- _ CCK 08/07/2017 STUDS EACH SIDE n n n u STUDS EACH SIDE APPROVED BY. OF OPENING u 11 u I OF OPENING , CCK ' SEE MINIMUM "S EEMINIMUM. G PLA FRAMING N II II FR FRAMING PLAN roe No. II n E17-035 SPF N0.2 1 cE 2x6 9 1I 1 c 2x6 N 0.2 _ SPF F _' CRIPPLE STUDS EACH ROUGH CRIPPLE STUDS EACH NEW HOUSE SIDOF 3,-1» OPENING, NII II OPENING n r SIDE OF 3-1» 0PENING, SEE ` OR 2 PCs 2x6 SPF N0:2 P II II 11 11 n » OR 2 cs 2x6 SPF N0. 2 P BUDNICK CRIPPLE STUDS' EACH 1 3 x3 x PLATE /4 n II ARCHITECTURALS II ,I CRIPPLE STUDS 'EACH SIDE OF OPENING UP WASHER AND HEX NUT II SIDE OF OPENING UP _ 0 6 4 T E N OR COUPLER UT AT u 11 II n n a » ,g - TO 6 4 12 51 SELVA MARINA CIRCLE SECOND LEVEL ATLANTIC BEACHFLORIDAFLO 1 a u T ilrl A \ I 1 ► 1 e% A ► 1 r"% nTl"\ A.. 1'11'1 I \ 1 /1 A -I- DESIGN WIND PRESSURES UPLIFT CONNECTOR SUCTION SCHEDULE STRUCTURAL POSITIVE SUCTION WILLIAM LE T HOLD w NOTE S 4 1 Osf 20sf 30sf 40sf POSITIVE SUCTION 1 Osf 20sf 30sf 40sf POSITIVE SUCTION POSITIVE.. SUCTION POSITIVE SUCTION POSITIVE SUCTION +29.6 +29.fi - 32.1 - .39.6 +28.2 +28.2 - 30.7 _ 36. 9 + 27.4 27.4 _ 29.9 - , 35.4 +26.9 +26.9 -29.4 -34.2 50sf 60sf 70sf 80sf POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION +2fi.5 +26.5 - 29.0 - 33.4 +2.6.1.: +26.1 - 28.6 - 32.7 +25.8 +25.8 - 8.3 2 - 2.1 3 +25.6;, +25.6 -28.1 -31.6 90sf 100sf 110sf 1 20s POSITIVE SUCTION ` POSITIVE V SUCTION`' POSITIVE SUCTION POSITIVE : SUCTION +25 .3 +25.3 - 27.8 - 31.1 +25.1 +.25,1. -27.6 - 30.7 +24.9 +24.9 -27.5 -30.4 +24.8 +24.8 -27.3 -30.0 8 CMU CO - - NCRETE FILL' f c 3000 PSI _ OF 'MAIN REINFORCING `SHALL NOT EXTEND MORE. THAN 1 6 PAST OUTERMOST TRUSSES. A SLAB -ON -GRADE fc = 3000 PSI CHAIR OR SUPPORT BAR. LOWER ROOF TRUSSES. _ COMMON TRUSS.DOUBLE TOP PLATE 2 MTS12 SEE SECTION 1 /8.7 CONCRETE MAXIMUM WAi R CEMENT RATIO. CURING COMPOUND FOUNDATIONS_ - AND SLABS ON GRADE 0:40 AND DETAIL. 1 8.13., � I CLEAR WATERBORNE ME BRAKE_F MIN CURING COMPOUND. ASTM C 309, TYPE 1, BEAM 2 MTS12 8C U CONCRETE FILL 0.60 :CLASS B,.18 `SOLID - 8 TO 25 S NON DISSIPATING, CERTIFIED BY .CURING GIRDER TRUSS (1) THA29 THA 29 HANGER AND A3 j IP , 2 5 COMPOUNDRER TO NOT MANUFACTU INTERFERE WITH BONDING 0 ' FLOOR COVERING. 8.13 REINFORCMENT _ ASTM A615 GRADE 60 SEE DETAIL 6 L N F FL / WELDED WIRE E .FABRIC ASTM A185 130 _MP H VAPOR BARRIER 125 MP - J ACK TRUSS. DOUBLE TOP PLATE _ T 1 'MTS12 �:SEE 'SECTION 1 8 .7 / MASONRY fm 1 WIND 0 � WIND ZONE f_ 500 PSI Z SIMILAR h VAPOR BARRIER T0 BE 6 MIL POLY T HYLENE SHEET PLACED ONUNDISTURBED SOIL.STRUCTURALSTE L. {PER .yAISC)HEADER BEAM 1MTS12 VAPOR BARRIER UNDER SLAB ON GRADE' IF REQUIRED,. IF SLAB WILL HAVE FLOOR ti STEEL BOLT :� E L S STM A CORNS IP TR SS A 325» R HSEE DETAIL 3 8:13 4 / COVERING ACED ON COMPACTED APPLIED, PL CT D GRAVEL WITH 3 4 TO 1 0 DAMP P E r� F AM STAINLESS ST / GIRDER USS 1A35 S EEL BOLTS AISI 304 TR �1�A35, SAND BETWEEN.PO METHYLENE VAPOR BARRIER AND CONCRETE. SHSS TUBE STEEL COLUMNASTM A500 CORNER HIP TRUSS: S DOUBLE TOP PLATE 2 MTS12 SEE , DETAIL - 3 8:13 a. ALL OTHER STEEL - : ASTM A36 MASONRY 12 MPH { ) / GIRDER TRUSS_ _' WIN ZONEWELDING ELECTRODES ASTM A 233E 70XX -`_ L OD �ES » ALL LOAD BEARING 8 CMU STEMWALLS SHALL BE COMPOSED OF ASTM C90 PORCH E` Q HEADER BEAM 2MTS12 130 -MPH �2�A35 !_-2 95 WIND ZONE ZONE . _ TIMBER. PER NDS FOR `WOOD CONSTRUCT IO N GRA DE N-1 HOLLOW_CON RETE MASONRY UNITSWITH ASTM C 70, TYPE "S" MORTAR. GIRDER TRUSS. SUPPORT STUD {2 HTS24 STRUCTURAL LUMBER, SYP No, 2 GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH CONCRETEGROUT INP�OJECT {T20, T23, T24, T34 LOCATION _ STRUCTURAL STUDS SPF No. 2 5_0» MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARET INSPEC ED AND APPROVED. 'MASONRY WORK SHALL INSPECTED LL BE 1 N FLOOR TRUSS ...: ._._ . ., (TF13 ) ;SUP PORT STUDS D ._._ . HARDWARE: __..4.._._. , _ ._.. �A.. ,.. _.. . ACCORDANCE DANC. E W ITH ACI 530.1. 3R 1�-.HEAEBEAM 2 HTS24 _ .BE HOT DIPPED WOOD TRUESALL EXPOSED HARDWARE'SHALL w, GALVANIZED.BOLTS SHALL MEET RE UIR MENTS OFWlnd Zone Map HGH URT D 4 HTS24 TRUSS T 05 . ASTM A 325 TYPE I, AND HOT DIPPED GALVANIZED SHOP DRAWINGS AND CALCULATIONS NS SHALL BE SIGNED AND SEALEDED BY A REGISTERED D E.BEAM 4 HTS24,SEEDEAL 1,53. NUTS SHALL MEET ACCORD NCE WITH ASTM A FLORIDA PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND _ _..__ ,. .:. VERIFY ALLTRUSS DI ENSI0 TYA CONVENTIONAL L ROF 0 ERFRAMIN _,T E REQUIREMENTS OFASTM A563 GRADEDH, AND AND DESIGNS NTH ARCHITECTS DRAWINGS. ,. OV ERFRA MING RAFTER�H2.5 LEDGER 1 HOT IPPED GALVA I ED IN ACCORDA CE W ASTMROOF. FRAMING PLAN AND TRU` S TYPES ARE S DIAGRAMATIC AND ARE INTENDED TO INDICATE A- ; 153. ALL EXPOSED P D WASHER ' AN HARDWARE A OSE D E SH L RIDG 1 A. S L E BEAM DESIGN CONCEPT ONLY FOR `ROOF C ONFIGURATION _ E HOT DIPPED GALVANIZED UNG. _ "INTERIOR C ARCHITECT INC. POTE:INSTALL OVERFRA ING LEDGER BOARD TO TR SSSS w 2 ROWS.- -- :. DESIGN CRITERIA REINFORCED .RETE �ONC MEMBER SUPPORT - SIMPSON CONNECTOR EPDXYAPPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR ADHESIVE. 2735 HERSCHEL STREET UP TOWE OOF T US ES: --- = ...DESIGN IN ACCORDANCE TH REQUIREMENTS OF THE 2014 ALL CONCRETEA 'WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION JACKSONVILLE, FLORIDA K 0 DA 322 JAC 05 TY �'ICAL PREENGINEERED ROOF TRUSSES DOUBLE PLATE :r 2 H2.5, SEE SECTION 1 8.1-A-- ,� FLORIDA BUILDING. WIN DESIGN PER, A NOT E SCE 7 12 N OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS H GNS S ALL BE SUBMITTED FOR THE -5456 FL. CORP. 7 389 AA2 55 : UFS _.PER ROOF:' TRUSSES... LOCATED WITHIN WIND B NE DEBRIS REGION. DESIGNED E E REVIEW AND VA T APPROVAL OF HE STRUCTURAL ENGINEER. GINEE DOUBLE TO PLATE ATE 2 MTS12 SEE SECTION 1 8.9 {) / » AS ENCLOSED. _ UNLESSOT OTHERWISE 0 GS MINIMUM COVER FOR REINFORCING SHALL SHOWN ON DRAWINGS, IST P CHR 0 HE C. KATH R E INC. . C COMMON TRUSS: S A A AND DETAIL 1 8.13 / ,` LIVE LOADS..... _ ; BE AS FOLLOWS: CONSULTING STRUCTURALENGINEER HEADER BEAM 2 M S1 T 2 ROOF AND CANOPIES 0 F 2 PS - 42 OSCEOLA AVE 0 OSC 0 AVENUE U '.GIRDER BUSS T 1 THA 29 HANGER AND (2)A35 {) SLABS ON GRADE CENTERED FLOOR S 40 PSF JACKSONVILLE JAC SON LLE. BEACH FLORIDA 2 3 250 SEE DETAIL 6/8.13 ELEVATED DECKS _FOUNDATIO NS 3 60 PSF 808 217-4707 � ) . J AC .' JACKTRUSS. DOUBLE TOP PLATE 1 MTS12 EE S SECTION 1 ` 8.9 / >j _ ALL REINFORCEMENT SHALL CONE RCEMENT OR T ATMA 5 GR M 0 S 61 ADE 60. ALL `WELDED WIRE- WIND LOAD DE , � I ASCE7 12 FL P.E. 2 368 0 cckathe@gmail.com SIMILAR FABRIC SHALL CONFORM TO AS Al 85. BASIC WINDSPtED 130MPH i HEADER BEAM(1 PORCH HEADER BEAM MTS12 {1 MTS12 IMPORTANCE FA CTOR 1.0 ALLHOOKS IN REINFORCING BARS SHALL BE ACI STANDARD _ HOOKS. OCCUPANCY CATEGORY II(RESIDENTIAL) CORNER HIP TRUSS S �1�A35,SEE DETAIL 3 8.13 RISK CATEGORY. II ALL C0NCRETE REINFORCEMENT SHALL BE DETAILED, FA RICHT D LABELED, SUPP RTED GIRD R TRUSS 1A35 EXPOSURE ,D, AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES MEAN ROOF HEIGHT 30 0 F AR D T AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE MANUAL OF STANDARD CORNER HIP TRUSS. DOUBLEPL _ TOP TE SEE / () 2 M TS12 . DETAIL 3 8.13 ROOF PITCH 0.25/12_r 1.2DEGREES) FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315. BAR SUPPORTS GIRDER TRUSS �2�A35 INTER _ SHALL BE PLASTIC DIPPED AFTER FABRICATION . AL PRESSURE N SU RE COEFICIENT - ENCLOSED +0.18 0.18 PORCH HEADER D BEAM E COMPONENT AND CLADDING ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS DF 'THE LATEST . GIRDER TRUSS. SUPPORT STUD2HTS24 {) WINDOW DOOR PRE -SURE SEE SCHEDULE ON 8.15EDITION OF ACI 318 BUT IN N.0 CASE SHALL B ESS THAN E L N 40 BAR DIAMETERS, U.O.N. T01 T07 T13 T1$ ) ALL WELDED WIRE FABRIC SHALL B LAPPED R H E L D TW0 2 MESH PANELS AND TIED SECURELY. ALLOWABLE UNIT 'STRESSES { ) WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER' OF MAIN REINFORCING U.O.N. PORCH, GIRDER TRUSS. PORCH ORCH HEADER BEAM 2 HTS24 {) CONCRETE: PER ACI 31.8) ( » { T 19 SUPPORT BARS SHALL BE 5 OR GREATER AN NOT SPACE CONCR ;:. R # D N 0 MORE. THAN 48 O.C. ETE. A MINIMUM OF THREE 3 SUPPORT' BARS AND O THREE (3) INDIVIDUAL CHAIRS FOR UPP ER TOWER ROOF DOUBLE TOP P ATE (9)W2 5 ` SEE S ECTION 1 810 - / FO = FOUNDATIONS _. fc O P 30 0 S EACH SUPPORT BAR SHALL BE PROM FOR A R DED TOP BARS. SUPPORT BARS AND ENDS 8 CMU CO - - NCRETE FILL' f c 3000 PSI _ OF 'MAIN REINFORCING `SHALL NOT EXTEND MORE. THAN 1 6 PAST OUTERMOST TRUSSES. A SLAB -ON -GRADE fc = 3000 PSI CHAIR OR SUPPORT BAR. LOWER ROOF TRUSSES. _ COMMON TRUSS.DOUBLE TOP PLATE 2 MTS12 SEE SECTION 1 /8.7 CONCRETE MAXIMUM WAi R CEMENT RATIO. CURING COMPOUND FOUNDATIONS_ - AND SLABS ON GRADE 0:40 AND DETAIL. 1 8.13., � I CLEAR WATERBORNE ME BRAKE_F MIN CURING COMPOUND. ASTM C 309, TYPE 1, BEAM 2 MTS12 8C U CONCRETE FILL 0.60 :CLASS B,.18 `SOLID - 8 TO 25 S NON DISSIPATING, CERTIFIED BY .CURING GIRDER TRUSS (1) THA29 THA 29 HANGER AND A3 j IP , 2 5 COMPOUNDRER TO NOT MANUFACTU INTERFERE WITH BONDING 0 ' FLOOR COVERING. 8.13 REINFORCMENT _ ASTM A615 GRADE 60 SEE DETAIL 6 L N F FL / WELDED WIRE E .FABRIC ASTM A185 130 _MP H VAPOR BARRIER 125 MP - J ACK TRUSS. DOUBLE TOP PLATE _ T 1 'MTS12 �:SEE 'SECTION 1 8 .7 / MASONRY fm 1 WIND 0 � WIND ZONE f_ 500 PSI Z SIMILAR h VAPOR BARRIER T0 BE 6 MIL POLY T HYLENE SHEET PLACED ONUNDISTURBED SOIL.STRUCTURALSTE L. {PER .yAISC)HEADER BEAM 1MTS12 VAPOR BARRIER UNDER SLAB ON GRADE' IF REQUIRED,. IF SLAB WILL HAVE FLOOR ti STEEL BOLT :� E L S STM A CORNS IP TR SS A 325» R HSEE DETAIL 3 8:13 4 / COVERING ACED ON COMPACTED APPLIED, PL CT D GRAVEL WITH 3 4 TO 1 0 DAMP P E r� F AM STAINLESS ST / GIRDER USS 1A35 S EEL BOLTS AISI 304 TR �1�A35, SAND BETWEEN.PO METHYLENE VAPOR BARRIER AND CONCRETE. SHSS TUBE STEEL COLUMNASTM A500 CORNER HIP TRUSS: S DOUBLE TOP PLATE 2 MTS12 SEE , DETAIL - 3 8:13 a. ALL OTHER STEEL - : ASTM A36 MASONRY 12 MPH { ) / GIRDER TRUSS_ _' WIN ZONEWELDING ELECTRODES ASTM A 233E 70XX -`_ L OD �ES » ALL LOAD BEARING 8 CMU STEMWALLS SHALL BE COMPOSED OF ASTM C90 PORCH E` Q HEADER BEAM 2MTS12 130 -MPH �2�A35 !_-2 95 WIND ZONE ZONE . _ TIMBER. PER NDS FOR `WOOD CONSTRUCT IO N GRA DE N-1 HOLLOW_CON RETE MASONRY UNITSWITH ASTM C 70, TYPE "S" MORTAR. GIRDER TRUSS. SUPPORT STUD {2 HTS24 STRUCTURAL LUMBER, SYP No, 2 GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH CONCRETEGROUT INP�OJECT {T20, T23, T24, T34 LOCATION _ STRUCTURAL STUDS SPF No. 2 5_0» MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARET INSPEC ED AND APPROVED. 'MASONRY WORK SHALL INSPECTED LL BE 1 N FLOOR TRUSS ...: ._._ . ., (TF13 ) ;SUP PORT STUDS D ._._ . HARDWARE: __..4.._._. , _ ._.. �A.. ,.. _.. . ACCORDANCE DANC. E W ITH ACI 530.1. 3R 1�-.HEAEBEAM 2 HTS24 _ .BE HOT DIPPED WOOD TRUESALL EXPOSED HARDWARE'SHALL w, GALVANIZED.BOLTS SHALL MEET RE UIR MENTS OFWlnd Zone Map HGH URT D 4 HTS24 TRUSS T 05 . ASTM A 325 TYPE I, AND HOT DIPPED GALVANIZED SHOP DRAWINGS AND CALCULATIONS NS SHALL BE SIGNED AND SEALEDED BY A REGISTERED D E.BEAM 4 HTS24,SEEDEAL 1,53. NUTS SHALL MEET ACCORD NCE WITH ASTM A FLORIDA PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND _ _..__ ,. .:. VERIFY ALLTRUSS DI ENSI0 TYA CONVENTIONAL L ROF 0 ERFRAMIN _,T E REQUIREMENTS OFASTM A563 GRADEDH, AND AND DESIGNS NTH ARCHITECTS DRAWINGS. ,. OV ERFRA MING RAFTER�H2.5 LEDGER 1 HOT IPPED GALVA I ED IN ACCORDA CE W ASTMROOF. FRAMING PLAN AND TRU` S TYPES ARE S DIAGRAMATIC AND ARE INTENDED TO INDICATE A- ; 153. ALL EXPOSED P D WASHER ' AN HARDWARE A OSE D E SH L RIDG 1 A. S L E BEAM DESIGN CONCEPT ONLY FOR `ROOF C ONFIGURATION k2r-M I ECHNICAL REPORT. IN THE ABS E OF A - , » . WIND UPLIFT .:... ' ................. .: T .. ..........:PER ASCE 7 12 OWER WALL.. STUDS _ 2x6 BOTTOM LATE 1 SPH6` � 16 O.0 SODS REPORT THE SOIL 'COMPACTION SHALL BRACE BOTTOM CHORD AS INDICATED FOR WIND ;. R UPLIFT. AD TH .HERE' TO E FOLLOWING MINIMUM REQUIREMENTS » » , Q NOTES. �, . i 2 . %:..: , x 6 BO, S 0:220 � 6 _ OM PLATE. 2 cs N SWD x F MODIFIED 0 .THEM ED :PROCTOR DRY DENSITY. TEST. ......:LOWER ROOF TRUSS` SI FOR '_THE MI1"b - �. . COORDINATE E F -.TRU S ;LOCATIONS _ _. R00 S WITH P U _. »L PLUMBING WALLS AND `HVAC `E EQUIPMENT NT OR UIVALEN ,,, Q 'TIE E T. A SIMP ON TONG Q 1 CONNECTORS RE S S SOLID BLOCKING SC 16 O.C. SDWS22600DB , . REQ C� S , - S0 AS TO AVOID CONFLICTS. SE E E MECHANICAL » DRAWINGS FOR EXACT LOCATIONS FLORIDA PRODUCT APPROVAL 1 SLAB -ON -GRADE: >. 14 1 dx 1 56.33 0 SECTION 1 8.10 TS12 SEE SE M / _ 1' SLA ON G TUR F L z # B RAQE. STRUC AL ILL SHALL „ UP , / OF DUCTS STACKS 'PIPES ETC. PER FR » FRONT PORCH_F _ 1 FLORIDARODUCT APPROVAL 10 R ING. 8 8dx1 L 456.11 BE INSTALLED N MAXIMUM LIFTS AND H 2.5 /i I 12 M M A35 12-8dx1 i/ FLORIDA PRODUCTUCT APPROVAL -10446.4 UPPER FRONT UPPER. R FRONT 1 MTS1.2 COMPACTED TO A DENSITY OF 95% O_ F THE _GENERAL NOTES - _-: JACK _ C K ROOF TR USS . _ _ DER _.B...E M M OD IF.IED . STANDARD ASTM P RO CTOR TES T.SPH6 10-8d FLORIDA PRODUCT APPR VAL, 10456.47 ANY LOOSESOFT ORUNDESIRABLE MATER IA L DRAWINGS ARE PRELIMINARY AND �D N OT FOR C ONSTRUCT IO N UNLESS STRUCTURAL MSTA24 18-10d ORIDA PRODUCT APPROVAL 10852.9 SHALL BE REMOVED AND REPLACED WITH CLEAN ENGINEERS RAISED SEAL S AFFIXED TO THE DRAWINGS. , CHRISTOPHER G . KArHE , FLP.. P.E. ,Ss.a 2oUPPER FRONT PORCH,SUPPORT STUDS {2)HTS24C HTS24 20-10dx1 1/z FRIDAPRODUCT APPROVAL #10456. 4 HERDER BEAM. STRUCTURAL FILL MATERIAL. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. LOCS16' 2210d FLODA PRODUCT APPROVAL 10852.1 2)., FOUNDATIONS: FOUNDATIONS SOILS SHALL BE OPEN DECK FLOORFRAMI FRAMING 16_1 d AND 4_10d FLR PRODUCT APPROVAL` 0447.191STRIPPEDTO 2 TWO FEET BELOW EXISTING ANY DISCREPANCIES IN THE D WINGS, NOTES AND SPECIFICATIONS SHALL BE REPORTED LUS210 12-10d FLORIDA PRODUCT APPROVAL 10655.106 DECK FLOOR TRUSS DOUBLE TOPPL TE 2 MTS12 SEE SECTION 1 8.12 GRADE. FOUNDATION SOILS SHALL BE COMPACTED TO OWNERS REPRESENTATIVE FOR CLARIFICATION. THECONTRACTORS LL VERIFY AND , A T M DEPTH OF 1 ONE FOOT BELOW 0 A MINIMUM 'HEADER B { ) A 2 MTS12 SEE SECTION 8.1 E 1 2 COORDINATE DIMENSIONS PRIG T R 0 PROCEEDING WITH ANY WOR OR FLORI : PR _ , K 0 BRICATION. D PRODUCT APPROVAL:. 11506.{) / SET EPDXY 4.. TR A .FOUNDATION S -OILS SHALL BE _ r d� S IPPED GR DE '`T I _ O P EN DECK.3 IY LVL SUPPORT STUDS 2 HTS24C. COMPACTED TO ADENSITY 0F 95 OF THE E ,THE STRUCTURAL U RAL ENGINEER S ALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR R a MODIFIED STANDARD ASTM PROCTOR TEST.TECHNIQUES, FLORIDA RAISED SEALSIGNATURE,. 1Y N B L EINKHEADER BEAM: CONSTRUCTION MEANS METHODS TEC NI UES, PROCEDURES, SEQUENCES, ACTS AND/OR a a a _ , SHOP DRAWG S OMISSIONS OF THE CONTRACTOR, O R ANY OTHERPERSONS PERFORMING WORK, RK� NO R FOR RBEUVIISIONS. DATE. oo UPPER EXTERIOR WALLS TING CONVENTIONAL STRAPS THE FAILURE OF ANY OF THEM.TOCARRYOUT WORK INACC RDANCE WITHTHESE LE 08/07/2017 a o 0 o DO LATE. c) o : DOUBLE 'TOP P WALL STUDS.. 1 SPH6 0 16» O.C. THE CONTRACTOR, SHALL SUBMIT SHOP DRAWINGS FOR oo a REVIEW BY THE STRUCTURAL ENGINEER AND PROJECT COORDINATE OPENINGS SLEEVp AND EM BEDD D ITEMS WITH ARCHITECTURAL WALL STUDS. LOWER FRAMING G 1 CS16 � 32 O.C. ARCHITECT AS FOLLOWS. MECHANICAL, ELECTRICAL RAWINGS. l s W[ OW /D OOR HEADERS RS PREENGINEERED FLOOR TRUSSES AND ROOF TRUSSES o THE CONTRA I R ON CONTRACTOR S ESP SIBLE .FOR ALL BRACING, SHORING GUYING, OR OTHER I DRAWN BY. DATE. a(INTERIOR AND EXTERIOR I THREADED e E E DED ROD SYSTEM NOT USED' MEANS TO AV EXCESSIVE 0 D SIRES SES: AND T HOLD LD STRUCTURAL ELEMENTS ER OIN PLACE , : THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALSCCK o a HEADER ,08/07/2017 T0. 3 0 JACKSTUDS 1 STA 4 , M 2 EACH SIDE IT DURING CONSTRUCTION. H --TO-0-O", FOR THIS PROJECT IS: FOR COMPLIANCE WITH THE APPROVED BY. HEADER 3 0- _ JACK ACK STU 'S 2 oD MSTA24 EACH SIDE DESIGN CONCEPT NERAL. COMPLIANCE D EP AND FOR E E WIT : , „ , ,a G H _ CCK H _ s HEADER 0: TO:9 0 ACK UDS J ST 3 MSTA24 EACH SIDE D : ,. {_) CONTRALTO R TO SUBMIT A .RE UEST T 0 ENGINEER.` ARCHfTELT FOR ANY U T ,THE INFORMATION CONTAINS ` IN THE CONTRACT S BST) UTION H 4 S A 6 M D / M T 24 TS2 CS1 �S12 OF MATE JOB N0. MATERIALS OR PRODUCTS SPECIFIED FED ON T' RIOR INTE 0 HE DRAWINGS. R BEARING WALLS I ING THE T UT L E H EADED ROD DOCUMENTS. COMMENTS REGARDING .THESE SUBMITTALS » » » DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE E17 -035 DOUBLET � E CE . TOP.PLA E 2x6 STUDS � THREADED A OD � 48 O.C.0 2 R THE FOLLOWING NOTES o NG 0 S APPLY �JNLESS HO WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS SHOWN OTHERWISE 0 A 0 o 0o o 0 0 0 0 o BOTTOM TOM SI L PLATE $» CM_U ST MWALL BELOW /2 0 x 1 0 AN C H O R B OLT w/ RESPONSIBLE FOR R PERFORMING THE WORK IN A S A.FE .. ' NEW HOUSE 0 0 00 2»x2»x/an-PLATE WASHER, AND SATISFACTORYM MANNER. SUBMITELECTRONIC THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR THE USE IN THE CONSTRUCTIONBUDNICK 0FILES WITH TR NSMITTAL FORMS FOR REVI W. 0F A PR POSED BUILDING T0 WHICH THESE NOTESARE ATTACHED. THE DRAWINGSo e 0 COUPLE NUT, ANDHEX NUTSo o sHALL NOT.BE U ED IN WHOLE 0R IN PART FORFABRICATIONRICATIONQR CONSTRUCTION AT 0 o �-48„O.C. AT 1/z»� THREADED RODS ANY OTHER LOCATION WITHOUT THE WRITTEN CONSENT OF THE ENGINEER o o 1 » BO 12 1 SELVA BOTTOM SILL PLATE 8 C U 5 MARINA CIRCLE M STEM WALL .BELOW ADD � x ; 0 ANCHOR B / 1 H R OLTS 2 THA29 LUS210 H2.5 A35 SPH6 � 24 O.C. w 2 x2 xl/ PLATE ATLANTIC BEACH FLORIDA WASHER IN-BETWEEN /z _�THREADED ROD UPLIFT CONNECTION RODS YSTEM R C U L STUTRA NOTES, SCHEDULES, A D ; SCH S AND ETHICS OFFICE fCE COP Y 8m15 SHEET 12'F 0 12 _ E HOT DIPPED GALVANIZED UNG. _ "INTERIOR POTE:INSTALL OVERFRA ING LEDGER BOARD TO TR SSSS w 2 ROWS.- -- ROOF TRUSSES SHALL BE DESIGNED FOR 'END OR .ZONE UPLIFT PRESSURES AS b -x 3 DECK SCR W a E W / 1"0 WASHER AT EACH INTERSECTION= _ } `.- EPDXYAPPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR ADHESIVE. UP TOWE OOF T US ES: --- = ZONE. PRESSURES. SIMPSON STRONG -TIE TOWER ROOF TRUSS. DOUBLE PLATE :r 2 H2.5, SEE SECTION 1 8.1-A-- ,� ROOF TRUSS TWO COMPONENT EPDXY ADHESIVE. R S DESIGN 'CRITERIA : 'PLATE: LIVE LOAD ................................. ... ..... 20 PSF DOUBLE BLE TOPPLATE. .TOWER WALL STUDS » 1 SPH6 ®16 O.C. (} PREPARE MIN. T - REPARE SUBGRADE IN ACCORDAN6 TH THE OP CHORD DEAD LOAD MEMBRANE ROOF::................1D PSF k2r-M I ECHNICAL REPORT. IN THE ABS E OF A - , » . WIND UPLIFT .:... ' ................. .: T .. ..........:PER ASCE 7 12 OWER WALL.. STUDS _ 2x6 BOTTOM LATE 1 SPH6` � 16 O.0 SODS REPORT THE SOIL 'COMPACTION SHALL BRACE BOTTOM CHORD AS INDICATED FOR WIND ;. R UPLIFT. AD TH .HERE' TO E FOLLOWING MINIMUM REQUIREMENTS » » , Q NOTES. �, . i 2 . %:..: , x 6 BO, S 0:220 � 6 _ OM PLATE. 2 cs N SWD x F MODIFIED 0 .THEM ED :PROCTOR DRY DENSITY. TEST. ......:LOWER ROOF TRUSS` SI FOR '_THE MI1"b - �. . COORDINATE E F -.TRU S ;LOCATIONS _ _. R00 S WITH P U _. »L PLUMBING WALLS AND `HVAC `E EQUIPMENT NT OR UIVALEN ,,, Q 'TIE E T. A SIMP ON TONG Q 1 CONNECTORS RE S S SOLID BLOCKING SC 16 O.C. SDWS22600DB , . REQ C� S , - S0 AS TO AVOID CONFLICTS. SE E E MECHANICAL » DRAWINGS FOR EXACT LOCATIONS FLORIDA PRODUCT APPROVAL 1 SLAB -ON -GRADE: >. 14 1 dx 1 56.33 0 SECTION 1 8.10 TS12 SEE SE M / _ 1' SLA ON G TUR F L z # B RAQE. STRUC AL ILL SHALL „ UP , / OF DUCTS STACKS 'PIPES ETC. PER FR » FRONT PORCH_F _ 1 FLORIDARODUCT APPROVAL 10 R ING. 8 8dx1 L 456.11 BE INSTALLED N MAXIMUM LIFTS AND H 2.5 /i I 12 M M A35 12-8dx1 i/ FLORIDA PRODUCTUCT APPROVAL -10446.4 UPPER FRONT UPPER. R FRONT 1 MTS1.2 COMPACTED TO A DENSITY OF 95% O_ F THE _GENERAL NOTES - _-: JACK _ C K ROOF TR USS . _ _ DER _.B...E M M OD IF.IED . STANDARD ASTM P RO CTOR TES T.SPH6 10-8d FLORIDA PRODUCT APPR VAL, 10456.47 ANY LOOSESOFT ORUNDESIRABLE MATER IA L DRAWINGS ARE PRELIMINARY AND �D N OT FOR C ONSTRUCT IO N UNLESS STRUCTURAL MSTA24 18-10d ORIDA PRODUCT APPROVAL 10852.9 SHALL BE REMOVED AND REPLACED WITH CLEAN ENGINEERS RAISED SEAL S AFFIXED TO THE DRAWINGS. , CHRISTOPHER G . KArHE , FLP.. P.E. ,Ss.a 2oUPPER FRONT PORCH,SUPPORT STUDS {2)HTS24C HTS24 20-10dx1 1/z FRIDAPRODUCT APPROVAL #10456. 4 HERDER BEAM. STRUCTURAL FILL MATERIAL. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. LOCS16' 2210d FLODA PRODUCT APPROVAL 10852.1 2)., FOUNDATIONS: FOUNDATIONS SOILS SHALL BE OPEN DECK FLOORFRAMI FRAMING 16_1 d AND 4_10d FLR PRODUCT APPROVAL` 0447.191STRIPPEDTO 2 TWO FEET BELOW EXISTING ANY DISCREPANCIES IN THE D WINGS, NOTES AND SPECIFICATIONS SHALL BE REPORTED LUS210 12-10d FLORIDA PRODUCT APPROVAL 10655.106 DECK FLOOR TRUSS DOUBLE TOPPL TE 2 MTS12 SEE SECTION 1 8.12 GRADE. FOUNDATION SOILS SHALL BE COMPACTED TO OWNERS REPRESENTATIVE FOR CLARIFICATION. THECONTRACTORS LL VERIFY AND , A T M DEPTH OF 1 ONE FOOT BELOW 0 A MINIMUM 'HEADER B { ) A 2 MTS12 SEE SECTION 8.1 E 1 2 COORDINATE DIMENSIONS PRIG T R 0 PROCEEDING WITH ANY WOR OR FLORI : PR _ , K 0 BRICATION. D PRODUCT APPROVAL:. 11506.{) / SET EPDXY 4.. TR A .FOUNDATION S -OILS SHALL BE _ r d� S IPPED GR DE '`T I _ O P EN DECK.3 IY LVL SUPPORT STUDS 2 HTS24C. COMPACTED TO ADENSITY 0F 95 OF THE E ,THE STRUCTURAL U RAL ENGINEER S ALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR R a MODIFIED STANDARD ASTM PROCTOR TEST.TECHNIQUES, FLORIDA RAISED SEALSIGNATURE,. 1Y N B L EINKHEADER BEAM: CONSTRUCTION MEANS METHODS TEC NI UES, PROCEDURES, SEQUENCES, ACTS AND/OR a a a _ , SHOP DRAWG S OMISSIONS OF THE CONTRACTOR, O R ANY OTHERPERSONS PERFORMING WORK, RK� NO R FOR RBEUVIISIONS. DATE. oo UPPER EXTERIOR WALLS TING CONVENTIONAL STRAPS THE FAILURE OF ANY OF THEM.TOCARRYOUT WORK INACC RDANCE WITHTHESE LE 08/07/2017 a o 0 o DO LATE. c) o : DOUBLE 'TOP P WALL STUDS.. 1 SPH6 0 16» O.C. THE CONTRACTOR, SHALL SUBMIT SHOP DRAWINGS FOR oo a REVIEW BY THE STRUCTURAL ENGINEER AND PROJECT COORDINATE OPENINGS SLEEVp AND EM BEDD D ITEMS WITH ARCHITECTURAL WALL STUDS. LOWER FRAMING G 1 CS16 � 32 O.C. ARCHITECT AS FOLLOWS. MECHANICAL, ELECTRICAL RAWINGS. l s W[ OW /D OOR HEADERS RS PREENGINEERED FLOOR TRUSSES AND ROOF TRUSSES o THE CONTRA I R ON CONTRACTOR S ESP SIBLE .FOR ALL BRACING, SHORING GUYING, OR OTHER I DRAWN BY. DATE. a(INTERIOR AND EXTERIOR I THREADED e E E DED ROD SYSTEM NOT USED' MEANS TO AV EXCESSIVE 0 D SIRES SES: AND T HOLD LD STRUCTURAL ELEMENTS ER OIN PLACE , : THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALSCCK o a HEADER ,08/07/2017 T0. 3 0 JACKSTUDS 1 STA 4 , M 2 EACH SIDE IT DURING CONSTRUCTION. H --TO-0-O", FOR THIS PROJECT IS: FOR COMPLIANCE WITH THE APPROVED BY. HEADER 3 0- _ JACK ACK STU 'S 2 oD MSTA24 EACH SIDE DESIGN CONCEPT NERAL. COMPLIANCE D EP AND FOR E E WIT : , „ , ,a G H _ CCK H _ s HEADER 0: TO:9 0 ACK UDS J ST 3 MSTA24 EACH SIDE D : ,. {_) CONTRALTO R TO SUBMIT A .RE UEST T 0 ENGINEER.` ARCHfTELT FOR ANY U T ,THE INFORMATION CONTAINS ` IN THE CONTRACT S BST) UTION H 4 S A 6 M D / M T 24 TS2 CS1 �S12 OF MATE JOB N0. MATERIALS OR PRODUCTS SPECIFIED FED ON T' RIOR INTE 0 HE DRAWINGS. R BEARING WALLS I ING THE T UT L E H EADED ROD DOCUMENTS. COMMENTS REGARDING .THESE SUBMITTALS » » » DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE E17 -035 DOUBLET � E CE . TOP.PLA E 2x6 STUDS � THREADED A OD � 48 O.C.0 2 R THE FOLLOWING NOTES o NG 0 S APPLY �JNLESS HO WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS SHOWN OTHERWISE 0 A 0 o 0o o 0 0 0 0 o BOTTOM TOM SI L PLATE $» CM_U ST MWALL BELOW /2 0 x 1 0 AN C H O R B OLT w/ RESPONSIBLE FOR R PERFORMING THE WORK IN A S A.FE .. ' NEW HOUSE 0 0 00 2»x2»x/an-PLATE WASHER, AND SATISFACTORYM MANNER. SUBMITELECTRONIC THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR THE USE IN THE CONSTRUCTIONBUDNICK 0FILES WITH TR NSMITTAL FORMS FOR REVI W. 0F A PR POSED BUILDING T0 WHICH THESE NOTESARE ATTACHED. THE DRAWINGSo e 0 COUPLE NUT, ANDHEX NUTSo o sHALL NOT.BE U ED IN WHOLE 0R IN PART FORFABRICATIONRICATIONQR CONSTRUCTION AT 0 o �-48„O.C. AT 1/z»� THREADED RODS ANY OTHER LOCATION WITHOUT THE WRITTEN CONSENT OF THE ENGINEER o o 1 » BO 12 1 SELVA BOTTOM SILL PLATE 8 C U 5 MARINA CIRCLE M STEM WALL .BELOW ADD � x ; 0 ANCHOR B / 1 H R OLTS 2 THA29 LUS210 H2.5 A35 SPH6 � 24 O.C. w 2 x2 xl/ PLATE ATLANTIC BEACH FLORIDA WASHER IN-BETWEEN /z _�THREADED ROD UPLIFT CONNECTION RODS YSTEM R C U L STUTRA NOTES, SCHEDULES, A D ; SCH S AND ETHICS OFFICE fCE COP Y 8m15 SHEET 12'F 0 12 WILLIAM LE TH LD U 0 ARCHITECT INC. 2736 HERSCHEL STREET JACKSONVILLE FLORIDA 32205 389-5456 AREA TABULATION; HOUSE: 3 990S :F. PORCH: 1,152 S.F. POOL DECK:64 0 S.F. WOOD DECK 60 S.F. ,! STEPS: 14 S.F. PAD: 12 S.F. FRONT WALK: 319 S.F. (S06 -22'36--E 110.04 FIELD) GRAVEL BORDERS. 140 S.F. S06o18 00E 109.98 CONCRETE DRIVES: 1,562 S.F. — — - — - — - — — — — — PAVER WALKS: 243 S.F. I i DOUBLE F NCE N� TOTAL IMPERVIOUS: , / I ,� 8,132 S.F. 0 336. 3 I WITH 36 SPACE 484l BETWEEN. I LOT AREA. 16,704 S.F. LOT COVERAGE. 48.6% o 1 N c,CONCRETE DRIVE N r �i WITH TOOLED E OGLE G i � I r I� r • nnnnnnn f - 20'-0" REAR YARD SETBACKF�l , j K r' � gpC IRS TO F ,.. I 0 � 1 y pR E , 0 0 R , I I 2 GRAUfL DRIV v , PLANTER BORDER. I WITH$ P T R SLIGHTLY ABOVE NCR FE] E 1 GRADE. ORDER / , I ACC OND. UNIT. 4-0 HIGH MAX. I L. s; I 1 , r � z i 1 I � I I WOOD DECK TO BE BUILT ON 4X4 a :. I W00 DECK POSTS INTO GROUND AND WOOD POOL _ I <. B REMOVED F R D 12 A�OVE GRAD FRAMING CAN E 0 COVERED PORCH I i U SERVICE. I UTILITY E. C , I I I a , � 1 NE AND TW I i A 0 0 PLANTER BORDER. ORDER. STORY HOUSE PLA SLIGHTLY ABOVE. , f�TER . - GRADE. � \ CONCRETE DRIVE x I 1 -ri 1/2 WITH TOOLED EDGE w w i Eld O w r� W /c I ti 0 ACC D. UNIT. I _ I I —j0 p 111 MAX. I I O o0 - Z - C� % ❑ , o 0 Ow w / o d'N � I c U M 1 n U k Lu co I ' 0 I O LL 1 U 1 — v. I O _ 15--1111/2' z 1 w I Lu 1 V 0 O P I Lucli z 1 Z �G w I G w , , � I GRAVEL IV C\G w I \�. WITH 6 CONCREw 6 � G5 I � � . \ cn I P BORDER P I 1 a, N � � 'I O i I ¢ 1 A 1 � <r — �s w_ I Q a h 6.00 6.98 I c. q1 x I � I I : I I REVISIONS. DATE. , 1 I I i I I 1 DRAWN BY. DATE.. A 1 W L ` 8/28/2017 N 2 0 I APPROVED BY. 2gA i sr \ WAL I q F DRAWING FILE. BUDNICK 1.4 SETBACKS � ^t SITE PLAN _ CONCRETE APRON NEW RESIDENCE 1 10 0„ WITH TOOLED EDGE B DNI NORTH U CK i SELVA MARINA 1251 SELVA MARINA CIRCLE CIRCLE LE ATLANTIC BEACH, FLORIDA SITE SETBACKS OFFICE COPY y WILLIAM LEUTHOLD INC.ARCHITECT 2742 HERSCHEL STREET 00 MEMBRANE ROOFING JACKSONVILLE FLORIDA 32205 389-5456 FL. CORP. AA27 1 1 2 3 1 0 55 5.1 5.5' 5.1 5.1 5.2 NOTES: 7777777 THROUGH WALL UID PLIED GAF HYDROSTOP LI FLASHING AT BRICK ROOF Q PENETRATIONS (TYP) ROOFING. ON 3/4" CDX PLYWOOD SHEATHING 11/2" COPPER EAVE DRIP 2 110 COPPER • E EAVE DRIP 6.. COPPER GUTTER 'k IF HARDIE ARTISAN V -RUSTIC- HARDIE ARTISAN V -RUSTIC ._ SIDING SIDING M SMOOTH D G (S OOTHJ (SMOOTH) S -CEDAR V -JOINT FFIT SO CEDAR V -JOINT SOFFIT LLK `..CONT. 11/2" HARDIE TRI AT SOFFIT CONT.11/2 HARDIE TRIM AT SOFFIT 3!4" FINISH GRADE EXTERIOR PLYWOOD BAND PAINTED QUEEN SIZE FROSTED CONT HARDIE TRIM SUB. SILL BRICK VENEER GLASS / r \ ALL AROUND HOUSE / \ \ T ARDIE TRIM AT 2 1 \ / �: \ \ 2X4 SM00 H H 5.3 Q 40 L ALL OPENINGS 5.2 O / O \ r \\ \> i - 1X12 SHIPLAP CEDAR 3HORIZONTAL SIDING (STAINED) )ETAL RAIL LSI $6AE r O CONT HARDIE TRIM SUB -SILL GAF HYDRO P LIQUID APPLI D ` SLOPING BRICK ROWLOCK ALL AROUND HOUSE A SILL ILL ROOFING. OIN 3/4" 1X12 SHIPLAP CEDAR CDX PLYWO D ROOF SLOPES 1/4 PER FOOT HORIZONTAL SIDING (STAINED) a SHEATHING FLASHING 1 1/2COPPE 11/2" COPPER EAVE DRIP EAVE DRIP HARDIE ARTISAN V -RUSTIC N SIDING SMOOTH 6" COPPER G TTER a COPPER y DOWNSPOUT CEDAR V -JOINT SOFFIT 0 S 0 CONT. 11/2" HARDIE TRIM AT SOFFIT d " e 3/4 FINISH GRADE ` CONT HARDIE TRIM SUB -SILL EXTERIOR PLYWOOD BAND ALL AROUND HOUSE -CONT HARDIE TRIM SUB -SILL / \ \ PIVOTED ALL AROUND HOUSE \ _ / \ \ / / \ \ O COPPER DOWNSPOUT \ ; / \ \ DOOR / \ 2X4 SMOOTH HARDIE TRIM AT ALL OPENINGS 1X12 SHIPLAP CEDAR A 5 C O ,: HORIZONTAL SIDING STAINED o i / 1X12 SHIPLAP CEDAR — \ \ / i \ , HORIZONTAL SIDING STAINED � z / / SLOPING BRICK ROWLOCK PAINTED SLOPING BRICK AT BRICK BASE CAP ROWLOCK CAP r4PAINTED QUEEN BRICK PAINTED QUEEN SIZE VENEER AT BASE -- BRICK VENEER ---------------------------------------------- L -------------------------------- _ u i I -------------------------------- I ----- - ------------------------------------ 7L -------- --------- --- n i r i i I l li -'1-- ---------------------------- -- - ' -- --- - - - -- - - --- ------=---------------- -- - -- - - - - --------- -- -- ---------- - - - - ----------------- L ---L--------- ----------------------------- --� ------ -- a M _ WEST ELEVATION „ 114"= T-0" 1 3 5.4 5.6 11/2" COPPER EAVE DRIP ROOF TRUSS HARDIE ARTISAN V RUSTIC RING BEA SIDING (SMOOTH) v M BOTTOM TRUSS / \ , \ , i \ AZEK V JOINT SOFFIT / � / \ / \ / \ ED —METAL AP M N C CONT. 1X TRIM AT SOFFIT PAINTEDQ UEEN SIZE BRICK VENEER _ WOOD FRAME CHIMNEY - y WITH BRICK VENEER WILLIAM A. LEUTHOLD AR8902 0 - METAL ROOFING AT BRICK 2 PIERS ON ROOF STAINLESS STEEL FRAME 5.5 AND CABLE HANDRAIL. 36 HIGH - STAINLESS STEEL FRAME , f� ANDABLE HANDRAIL. C - d �4 TOP SUBFLOOR 36 HIGH 11/2" COPPER EAVE DRIP o HARDIE ARTISAN V RUSTIC FLORIDA SEAL FLOOR TRUSS SIDING (SMOOTH) BEARING " - — — — REVISIONS: GATE: `� -- BUILDING HEIGHT 8/28/2017 BOTTOM TRUSS 3/4" FINISH GRADE AND STAINLESS STEEL EAD IPE TR &.WITH EXTERIOR PLYWOOD BAND DEE STAINLESS STEEL BEAMS O FRAME AND CABLE 1X12 SHIPLAP CEDAR `co - N HORIZONTAL SIDING STAINED 5 6 SLOPING BRICK ROWLOCK F21 LEA AT BRICK BASE CAP / / \ E O, \ \ \ HAN DRAILATSTAIRTO DRAWN BY. DATE. UPPER TERRACE. WAL 8/1/2017 PAINTED QUEEN SIZE APPROVED BY: BRICK VENEER WAL DRAWING FILE: BUDNICK 4.1 ELEV NEW HOUSE PAINTED QUEEN SIZE BRICK VENEER BASETOPSLA EL. 15'-0"-$zBUDNICK EL. 13'-8" TOP SLAB IN STORAGE ---------------- ------------------ =---=--------------------------------------------- ----- 1251 SELVA MARINA CIRCLE -------- ---- � � � � ATLANTIC BEACH FLORIDA I --1-------- ---_-- - ------ -- - --- ----� APPROXIMATE EXISTING i � __-- i FOOTING GRADE _-----=----- ---- TOP EL. 10-4 � —�_'�-------------------- --------------� _ F FOOTING EXTERIOR ELEVATIONS �,� � BOTTOM �=----------�---------�-------------------------------------------------------- EL. 9 -4 -SOUTH ELEVATION OFFICE COPY WILLIAM LEUTHOLD ARCHITECT INC. 274.2 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. W755 NOTES: 777 ACRYLIC FABRIC AWNING 2 4 1 5.6 5.6 11/2 COPPER ER EAVE DRIP HARDIE ARTISAN V -RUSTIC -- SIDING SMOOTH - - CEDAR V -JOINT SOFFIT CONT. 1 1/2" HARDIE TRIM AT SOFFIT 41 ' 5.5 METAL ROOFING AT BRICK PIERS ON ROOF 4 STAINLESS STEEL FRAME AND CABLE HANDRAIL. N 36" HIGH r) — - E TERIOR PLYWOOD BAND EEL CONT HARDIE TRIM SUB -SILL EAMS rIPMIURAMILL AT SOT! MMU t _---_ ALL AROUND HOUSE TO \ FROSTED FROSTED — GLASS GLASS PAINTED QUEEN SIZE i BRICK VENEER ou TDO R F G H o o SHOWER 1X12 SHIPLAP CEDAR . ,o o, 7 a 3 4 O HORIZONTAL SIDING STAINED � , i - SLOPING BRICK ROWLOCK : AT BRICK BASE CAP - PAINTED QUEEN SIZE LL I LL- Li L BRICK VENEER --------.----------- -----_ -----------------------------------------..--- -------------.------.------ '.. ----------- ------ -t------------------------ ------------------------------------------ �. - - - - - - - - - - - - - - - - - - - - - - - - - �------------------------------------------ L--------------------------------- i '. __. . I EAST E L EVAT I O N - S 1/4" =1'-0" - 2 5.4 5.3 11/2" COPPER EAVE DRIP 1 1/2 COPPER EAVE DRIP AN V -RUSTIC -- TRUSS BEARING HARDIE ARTS HARDIE ARTISAN V RUSTIC SIDING SMOOTH — M ( ) SIDINGSMOOTH ( ) rn BOTTOM TRUSS �� l H,GRADE 3/4 FIN S EXTERIOR L 00 a' P YW D BAND El F= ­1F' CEDAR V -JOINT SOFFIT I LE_�j F= �=l CONT HARDIE TRIM SUB -SILL b CONT. 3/4" HARDIE TRIM ALL AROUND HOUSE AT SOFFIT AT BRICK 3' i 2X4 SMOOTH HARDIE TRIM AT � � _ � � ' PAINTED QUEEN SIZE 5.2 i _ ALL OPENINGS BRICK VENEER o 1X12 SHIPLAP CEDAR i i _ WILLIAM A. LEUTHOLD AR8902 HORIZONTAL SIDING (STAINED) U\Q < .r E , STAINLESS STEEL FRAME I III AND CABLE HANDRAIL. 36 STAINLESS STEEL FRAME - - HIGH CONT HARDIE SUS IM B ILL j AND CABLE HANDRAIL. ' ALL AROUND H USE TOP SUBFLOOR 6; 36" HIGH 1 1/2" COPPER EAVE DRIP N -v C> FLORIDA SEAL HARDIE ARTISAN V- r ti S RUSTIC FLOOR TRUSS C14 >> SIDINGSMOOTH ( ) BEARING REVISIONS. DATE. _ BUILDING HEIGHT 8/28/2017 BOTTOM TRUSS ..IPE TREADS WITH 1X12 SHIPLAP C DAR STAINLESS STEEL BEAMS HORIZONTAL SIC ING (STAINED) AND STAINLESS STEEL FRAME AND CABLE HANDRAIL AT STAR TO DRAWN BY. DATE. UPPER TERRACE. - 1X12 SHIPLAP CEDAR " W AL 8/1/2017 HORIZONTAL SIDING STAINED M n- APPROVED BY. WAL O DRAWING FILE: SLOPING BRICK ROWLOCK BUDNICK 4.2 ELEV AT BRICK BASE CAP I NEW HOUSE' PAINTEDUEEN SIZE - Q - - QUEEN UEEN SIZE _ — BRICK VENEER BRICK VENEER BASE TOP SLAB BUDNICK _ — 1251' SELVA MARINA - _ CIRCLE r - - -----`---=---�----------------- ATLANTIC BEACH FLORIDA � - - - - - - TOP FOOTING s BOTTOM FOOTING r L--------- _ - ---L--------- EXTERIOR ELEVATIONS O AYTI N _ 1/4" =1'-0" E WILLIAM LEUTHOLD ARCHITECT INC. s 2736 HERSCHEL STREET E FLORIDA 32205 JACKSONVILLE, t 389-5456 AREA TABULATION: } HOUSE: 3,990 S.F. : , PORCH. 1 152 S.F. . POOL DECK. 640 S.F. , WOOD DECK. 60 S.F. STEPS: 14 S.F. 12 S.F. PAD. FRONT WALK: 319 S.F. GRAVEL BORDERS; 140 S.F. �2 S.F. 6°22'36"E 110.04FIELD CONCRETE DRIVES. 1,56 (SO ' ) F ° n PAVER WALKS. 243 S. S06 18 00 E 109.98 - - DOUBLE F NCE TOTAL IMPERVIOUS: 8,132 S.F. I WITH 36 PACE I 16,704 S.F. BETWEEN. LOT AREA, °1336E o i 1 LOT COVERAGE. 48.6 /o 48 a i N 1 i _ CONCRETE DRIVE I 1 M N , WITH TOOLED EDGE I I , I ❑ I 1 ❑❑❑❑ 1 nnnnn ❑❑❑❑❑❑ I ❑❑❑❑ _ ❑ ❑ ❑ ❑ ❑❑ 200 REAR YAR �_ � D SETBACK: — _ —•--- — — — I 1 ❑ ❑ ❑ . I Ll I IRS TO F I I K \ E G , S ,+ 1 R P , 0 I II \ 0 / 2 � i I1 r PLANTER BORDER. \ 1 , SLIGHTLY ABOVE GRAVEL RIV PLANTER i GRA GRADE. 1 H6 1 WIT ❑ I co R E 1 NC FE] \ \ ORDERUNIT. e AC COND. UN IT . 4'-0" HIGH MAX. ❑ i Tql I 1 \ i 1 I I � .WOOD DECK TO BE BUILT ON 4X4 \ I ❑ WOOD e GROUND AND TS INTO G i W00 DECK 1 POS POOL AN BE REMOVED FOR -MING. C FRA VE RAD , \ A�0 G 12 e COVERED PORCH I UTILITY SERVICE. 1 4, I I I 1 w I � I , �1 I PLANTER BORDER: I AND TWO I 1 ABOVE NONE SLIGHTLY PLA TF.R 1 �A STORY HOUSE , GRADE. e a i e I 1 A 112" CONCRETE DRIVE I Y 1 e WITH TOOLED EDGE I mI t w1 w I e i 0 11 CL 1 \ r e i \ I� LUO O e 0° �I cn O i \ U I 1 1 u,t I it ii I �I I I 1 E WILLIAM LEUTHOLD ARCHITECT INC. s 2736 HERSCHEL STREET E FLORIDA 32205 JACKSONVILLE, t 389-5456 AREA TABULATION: } HOUSE: 3,990 S.F. : , PORCH. 1 152 S.F. . POOL DECK. 640 S.F. , WOOD DECK. 60 S.F. STEPS: 14 S.F. 12 S.F. PAD. FRONT WALK: 319 S.F. GRAVEL BORDERS; 140 S.F. �2 S.F. 6°22'36"E 110.04FIELD CONCRETE DRIVES. 1,56 (SO ' ) F ° n PAVER WALKS. 243 S. S06 18 00 E 109.98 - - DOUBLE F NCE TOTAL IMPERVIOUS: 8,132 S.F. I WITH 36 PACE I 16,704 S.F. BETWEEN. LOT AREA, °1336E o i 1 LOT COVERAGE. 48.6 /o 48 a i N 1 i _ CONCRETE DRIVE I 1 M N , WITH TOOLED EDGE I I , I ❑ I 1 ❑❑❑❑ 1 nnnnn ❑❑❑❑❑❑ I ❑❑❑❑ _ ❑ ❑ ❑ ❑ ❑❑ 200 REAR YAR �_ � D SETBACK: — _ —•--- — — — I 1 ❑ ❑ ❑ . I Ll I IRS TO F I I K \ E G , S ,+ 1 R P , 0 I II \ 0 / 2 � i I1 r PLANTER BORDER. \ 1 , SLIGHTLY ABOVE GRAVEL RIV PLANTER i GRA GRADE. 1 H6 1 WIT ❑ I co R E 1 NC FE] \ \ ORDERUNIT. e AC COND. UN IT . 4'-0" HIGH MAX. ❑ i Tql I 1 \ i 1 I I � .WOOD DECK TO BE BUILT ON 4X4 \ I ❑ WOOD e GROUND AND TS INTO G i W00 DECK 1 POS POOL AN BE REMOVED FOR -MING. C FRA VE RAD , \ A�0 G 12 e COVERED PORCH I UTILITY SERVICE. 1 4, I I I 1 w I � I , �1 I PLANTER BORDER: I AND TWO I 1 ABOVE NONE SLIGHTLY PLA TF.R 1 �A STORY HOUSE , GRADE. e a i e I 1 A 112" CONCRETE DRIVE I Y 1 e WITH TOOLED EDGE I mI t w1 w I e i 0 11 CL 1 \ r e i \ I� LUO O e 0° �I cn O i \ U I 1 1 u,t 5 WILLIAM LEU THOLD ARCHITECT INC. 2742 HERSCHEL STREET MEMBRANE ROOFING JACKSONVILLE FLORIDA 32205 _ 7 YA 1 389.5456 FL. CORP.: AA2 55 1 2 Y 3 .2 5.5 5.1 5.1 5 $.1 � NOTES: THROUGH WALL R 5 FLASHING AT BRICK ROOF GAF HYD OSTOP Li ID APPLIED PENETRATIONS(TYP) ROOFING. ON 3/4"C PLYWOOD .SHEATHING _ 11/2 COPPER EAVE IP 11/2° COPPER SAVE DRIP 6" COPPER GUTTER HARDIE ARTISAN V-RUSTIC HARDIE ARTISAN V-R TIC SIDING (SMOOTH) SIDING (SMOOTH) CEDAR V- (DINT SOFF CEDAR V,IOINT SOFFIT C NT.1 112 HARD E IM CO 1 1/2' HARDIE TRIM AT SOFFIT ., COW. 3/4° FINISH GRAD ATSOFFIT i EXTERIOR PLYWOOD BAND PAINTED QUEEN SIZE FROSTED CONT HARDIE TRIM SUB-SILL BRICK VENEER GLASS ALL AROUND HOUSE r r 1 2X4 SMOOTH HARDIE TRIM AT 2 ALL OPENINGS Q 40 L � 52 5.3 ; r o o , ;r � r EEK 11 1X12 SHIPLAP CEDAR i HORIZONTAL SIDING (STAINED) 36 I ETAL RAIL. r r r r SE A LS GAF HYDRO OP r i CONT HARDIE TRIM SUB-SILL IU=LIQUID APPLI D SLOPING BRICK ROWLOCK ow ALL AROUND HOUSE ROOFING. ON 314 AT SILL 1X12 SHIPLAP CEDARC � bX PLYWOC D ROOF SLOPES 1/4" PER FOOT STAINED HORIZONTAL SIDING (STAINED) SHEATHING c., M — FLASHING 4-1/2" COPPE M 11/2" SAVE DRIP_ COPPER SAVE DRIP. 0 CV HARDIE -R TI ARD ARTISAN V US C 6" COPPER G TTER SIDING SMOOTH _ COPPER CEDAR V-JOINT SOFFIT DOWNSPOU " -- CONT.1 1/2 HARDIE TRIM AT SOFFIT i B 3/4 FINISH GRADE CONT HARDIE TRIM SUB-SILL EXTERIOR PLYWOOD BAND DE]EI ALL AROUND HOUSE CONT HARDIE TRIM SUB SILL r i r � r r PIVOTED ALL AROUND HOUSE. r r DOORCOPPER DOWNSPOUT . r i � � 2X4 SMOOTH HARDIE TRIM AT I ALL OPENINGS- r r r 0I — r i oC 1X12 SHIPLAP CEDAR5� HORIZONTAL SIDING (STAINED) r r, 1X12 SHIPLAP CEDAR � � r r HORIZONTAL(STAINED) STAINSD � - � r ) r r r I SLOPING BRICK ROWLOCK TSLOPING PANED BRICK AT BRICK BASE CAP ROWLOCK CAPr7 PAINTED QUEEN BRICK PAINTED QUEEN SIZE Q VENEER AT BASE -- BRICK VENEER ------ I --- u _ I I I L I �---------------------- r j I I - ---------------------- ----------------=----- ------------------------------- WEST ELEVATION _ 1 3 5.4 5.6 11/2" COPPER EAVE DRIP TRUSS ROOF HARDIE ARTISAN V RUSTIC BEARING SIDING( SMOOTH rn r� r� r� r� r� BOTTOM TRUSS AZEK V-JOINT SOFFIT r r r r � � � r METAL CAP CONT. 1X TRIM AT SOFFIT PAINTEDQ UEEN SIZE BRIC K VENEER WOOD FRAME CHIMNEY WITH BRICK VENEER AR8 WILLIAM A. LE TH LD Z 0 .t U 0 90 METAL ROOFING AT BRICK 2 0 0 PIERS N ROOF STAINLESS STEEL FRAME s 5.5 AND CABLE HANDRAIL. — 36" HIGH STAINLESS STEEL FRAME AND GABLE HANDRAIL. '4 TOP SUBFLOOR - 36 HIGH (V s' COPPER 11/2" EAVE DRIP !F! HARDIE ARTISAN V-RUSTIC FLORIDA SEAL r FLOOR TRUSS N BEARING SIDING SMOOTH - z REVISIONS: DATE: BUILDING HEIGHT 8/28/2017 BOTTOM TRUSS p EXTERIOR PLYWOOD BAND IPE TREADS WITH Ell STAINLESS STEEL BEAMS 314" FINISH GRADE D 1 AND STAINLESS STEEL FRAME AND CABLE HANDRAIL AT STAIR T : r 0 DRAWN BY. DATE.. r UPPER TERRACE. r � 4 WAL 8/1/201.7 1X12 SHIPLAP CEDAR ch (STAINED) ( PAINTED QUEEN SIZE APPROVED BY: HORIZONTAL SIDING BRICK VENEER WAL F56 DRAWING FILE: � , SLOPING BRICK ROWLOCK 2 BUDNICK 4.1 ELEV AT BRICK BASE CAP r NEW HOUSE " PAINTED QUEEN SIZE TOP SLAB BRICK VENEERBASEBUDNICKLl EL. 15-0 -- TOP SLAB IN STORAGE EL. 13'-8" ---- -------------------------- I I I--------------- — ------------------- 1251 SELVA MARINA CIRCLE ------ ATLANTIC BEACH FLORIDA i ----,----------- --- ---------- ----- -- – --- ----------------------------- --- I -- ---- �- -'� ------------------------ � -`�- -rte -� APPROXIMATE EXISTING i _-- I -----=----- ---- I I I I . --- GRADE ---------------------------------------- EL. -------=-------`- �------�---------------L--- ---j-_ TOP FOOTING EL. 10-4 —�_-------r--� -- --, --------------------------------- -------- ,----------- ---- -- - --------------------- t- EXTERIOR ELEVATIONS .- BOTTOM FOOTING ' 9 " L-----------J--------J-------- TH E.L TI SOU EVA N O _ 1/4 11.01. 4mi 3 r r \ 2X4 SMOOTH HARDIE TRIM AT ` \ 5.2 \ ALL OPENINGS r \ \ r \ \ 1X12 SHIPLAP CEDAR HORIZONTAL SIDING(STAINED)O \ \ , \ / \ \ r r r r STAINLESS STEEL FRAME \ \ r- r \ \ r \ r \ \ \ r r r AT SOFFIT AT BRICK PAINTED QUEEN SIZE BRICK VENEER; _ o WILLIAM A. LEUTHOLD AR8902 STAINLESS STEEL FRAME STAINLESS STEEL FRAME AND CABLE HANDRAIL. AND CABLE HANDRAIL. 36° HIGH _ CONT HARDIE T IM SUB. SILL 36HIGH ll ALL AROUND HC USE TOP 0 SUBFLO R 0 _ ., It lin 11/2" COPPER EAVE DRIP y HARDIE ARTISAN V -RUSTIC FLOOR TRUSS c - cli FLORIDA SEAL — SIDING (SMOOTH) BEARING - REVISIONS: DATE. IPE TREADS WITH 1X12 SHIPLAPC DAR BUILDING HEIGHT 8/28/2017 BOTTOM TRUSS STAINLESS STEEL BEAMS HORIZONTAL S11 INGSTAINED) ( AND STAINLESS STEEL FRAME AND CABLE HANDRAIL AT STAIR TO UPPER TERRA CE - °O r DRAWN BY. DATE. ti 1X12 SHIPLAP CEDAR � WAL 8/1/2017 -, HORIZONTAL SIDING STAINED r r APPROVED BY. `J 0 r WAL \ SLOPING BRICK ROWLOCK DRAWING FILE. AT BRICK BASE CAP BUDNICK 4.2 ELEV PAINTEDQ UEEN SIZE NEW W HOUSE - BRICK VENEER -- _. _ PAINTED Q UEEN SIZE ED _ — BRICK VENEER BASE TOP SLAB BUDNICK -__-- L ------ SELVA'MARINA CIR CLE ------------------------------------------------------------------------1251 �- -- -- � ATLANTIC BEACH FLORIDA - ------------------—— —— — — — — —— ---=------------ ------= TOP FOOTING - - - - - -0R -T - - - - = BOTTOM FOOTING 0 r EXTERIOR ELEVATIONS 1V -FT ELEV 1. 1!4" -1-0 4m2 OFFICE COPY 12-04-00 17-0400 , &00-00 4 �1, MITFK PLATT APPR 1401-a0 7-01.08 37-0400 o Reviewed o Rejected Approved as Noted o Revise and Resubmit o Submit Specific Item This review is for general compliance with the design concept given in the Contract Documents. The corrections and comments on this review does not relieve Contractor from compliance with the requirements of the plans and specifications. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information for the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of their work with all trades; and performing work in a safe and satisfactory manner. Date: 08/09/2017 By Christopher Kathe CHRISTOPHER C. KATHE, INC 1. SEE STRUCTURAL SHEET 8.15 AND VARIOUS WALL SECTIONS AND DETAILS FOR REQUIRED UPLIFT CONNECTORS. 7 4L WS 2197.2-2197.41 LP PRODUCT WS LVL FL15228-R3, LPI FL15401-R4 HATCH LEGEND 11' 1-7/8" 11' 7-3/8" lx44 11' 11-5/8 12'2-7/8" General Notes: - Per ANS1IT11 1-2002 all " Truss to Wall" connections are the responsibility of the Building, Designer not the Truss Manuf clulre.r. - Use Manuil'act urei a specilic.tions for all hanger connections unless noted otherwise. Trusses are. to be 24" o.c. U.N.O. All hangers are.. In be Simpson fir Y.Ilaivalent U.N.O.- Use .N.G:Use 10d x 1112" Nails in hanger connections to single ply girder trusses. Trusses are.. not, denorned in Support brink U.N.O. Dimensions are Fect-Inches- Sixteenths Notes: No back charges will be accepted by Builder@ nretSource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ nv lumber That comes in contact with bora PlaIr ` aeabbed on tails) must have an approved barrier applied first. Refer. to B(.Sl-B1 Summary Sheet. Guide for handling, Titatalling and Bracing of Metal Plate Connected Wood Truss Prior to and during truss installation. 16 is theresponsibility of the Contractor to ensure of the pnIper orientation of the Juts placement plans as to the construction documents and field conditions of the Sira:turs orientation: ll' a rrversxd or !lipped laynat is . required, it will be, supplied al. no exl- cast by Builders PirstSource. 11. is the responsibility of the Clmlraclor In make sure the placement of trusses are adjusted for plumbing drops. can tights, ect..., so the trusses do not interfere with these type of items. All common framed roof or floor systemsmust be. designed as Lo NOT impose any Loads on the flan trusses below. The floor trusses have not been designed Io carry any additional leads from above.. This truss placement plan was not created by an engineer; but rather by the Builders FirstSonrce staff and is solely to be used as an installation guide and does nen require a seal: ComPlete buss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous llotlom chord hearing. Refer Io local ends.. lir wall framing. retimremcnt.. Although all attempla have taw. made to do so. trusses may not be designed symmetrically. Please refer to the individual truss drawings and truss placement plane for iN' ion and placement. Builders FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835-4532 Jacksonville PHONE: 904-772-6100 FAX 904-772-1973 Tampa PHONE 813-621-9831 FAX 813-628-8956 Durham Building Materials �. A- 1251 Selva Marina Circle) Budnick J 8/9/17 CC N/A f1,;".i ans n"".sas,s gar a.Ha. 1152124 N/A 1105571