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336 8TH ST - NEW HOME DRAWINGS .. - . . . I � . . I � I I I I � I . . . . � . . I . I . . . I I . I I . 1 : I I . . . . . I . � . I I . � . . � . I � I I � I � . � . . . . . � . . . . . � . . I I . I I I . . I . . � � I . . � I I I Ill - 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 � . I � . . I . , , I . . I . 1 34'-10" . . , . . � �. . . . I 7P . . � I - 7�, 1 1 . I I P I . I � � ROOF ATTIC/VENTILATION AREA CALCULATIONS . I I . I . . . . I I I I . � . . I . . . . . � 1 15'-6" � 17'-4" � � . 2'-0" � V fs b 3 . I . . I I I I �4 1 I . ,I . . . "' I� I , . , i $ I I;I I . . � I I � Excerpt of the 2010 Florida Building Code. Residential R806 . . . . . . , I I . . , WALL HGT.�*' 1 -7" o/ ALL � - I � . I Ventilation required . . I � . 8 llX8 11 FINIS SI�R. I - 12" 16'-4" -.- I � . I . . .I � I � . COLUM PV ... I I If I V osed attics and enclosed rafter spaces formed where ceflin s are applied . r-- - � ' I I . . . � . .. 9'_IA" PLT. HGT. LT. HGT. directli to the underside of roof rafters shall have cross ventifetion for each I 7 I I I * I I I -08" O/ ALL 20' WALL HGT. . . I � .. I A � 20'� R806A ____ -. - I 11, jill YPICAL Encl 33 I I . IV I . 9'-I�" P � 1 16" O.H. w/ gepara ad specs by ventilating openin rotected against the entrees of rain. I - i I . : � . I . � 1 . I I . . j . ii III 21 � 11 - I -.-- - I . I , . _gs , I I . . I I . I I 1i I I 11 -3 I , . . +V-4j" FLR. SYS. +i'-Aj" FLR., SYS. , I I IV ill t* h U be roled with corrosign-resistant wire mesh� with ��l I I I I I . I I I � 1�8n 1iac1hnj30�emninjsmiramum� 14 inch (6.4 mm) maximum openings. I , LJ I . I , . . . . I . . � .� . I . I . . I . .. . . . . I I l I I . . . I � _ --- ------I . I � .1 PLT. HGT. . I I I I I I I I F--------- - ------I- ------. . . 1 +9'- +10'All 11 11 I . I I . I Q i. A ill . 4" PLT. I HGT. . � I I I . I I . . .1 R806.2 Miriiinurn Area . I I . I L----J I I CVRD LANAI - - . . I 1. . . I. I , - I . . I . . . .� jj ,q,I !j It . . � I I The total net free ventilatin area shall not be less than I to 160 of the area of . . . � � . I I .. . I t . I " I . .. � the space vei ,flated except 1hat the total area is permitted to be reduced to I b . . 15'-6" 1 . I I. . 17'- : 1 . . I I I I 111 lit I . . I I to 300, pro ided at least 50 percent and not more than 80 percent of the � . . 4 4l' . I . . I � . .- . I . . I , 1 . I I I . . . I I . I . ,I I � I . . I i � I I . is its . I I Id d It 'a W t rs loc ted in the upper portion 1`1 � � I , 1 � .. . I . I . . . I . . reyhred vent lati.ng area J jr,vi a I . . . I V Is . I I he ace ,o be ventila"te at least'3'fe'etl�9014 mm!ii above save or cornice I I . � 1 121-01, l'-5 . � . I � . 3 . ......I.......,�...........................�........:...... .1.1...�,...I.....................I...... . of I I I � I . . 1,1 12 t , . ..........I........I.......................�...I........................-...;............I.....�....... .....-.....�..............��...-1.............. it, , I I I I I . -...........I Z......*...�::�,�'::._,:_."'... vv:n.is wi h ill balance of the required ventila ion provided by eave or cornice 2'-1" . I I . I . I � 1 1 1 .1 I's . .......:.......................... ......I...-1..........11............. 3 I 1, I 3 . . .....I..........-1.....11...1EMMEEMMEEZEMIZZOMM I. �.. I "I I- ,, , , , "" , , ", . I . ,.n alternative, the net free cross-Ventilation area may be reduced to . � I I "I I . � I . . . . I . . 11 -81, I Is � . . . i i . I I . I I . I I : . I..........:... : : to bld/swN a va b i having a transmission rate not exceeding I perm � . I I . I ; l:::::::::::::::;:_..........4......... I I . I ! I I mg a gT,sarner t . TYPICAL , SLAB , . I ! i : 1: I i I . . . 1 57.4 n2 installed on the warm side of the ceiling. . - . I I I . I - -IN . . I I . .KN . I a :: I i. I , . - i . ! . ! 1 1 . . I . . i I . � . i ; H : . I I � . . I I TREATED FILL 04 . I : . . : : : . . i . � . . �, I I I I 1 C"I 1 I 1. i : .: � R806.3 Ve it Clearance I T ' . I I WELL COMPACTED TERMITE I a I-$] Mv I I 3 I l ! i � i I I I I J. I � i I : . . I RESESS � � I I . . � i:i . : i I Where save o� cornice vents are installed, insulation shall not block the free flow � . , MIL. VAPOR BARRIER o/ 'zt . I . '4 L � n . : . . I . j I I . � T(' ! . I I of air. A minimum of a I-inch (25.4 mm) space shall be provided between the . . � r---------------- L 77----- ---- . FIBER CONCRETE - . I - I . z � I E � . . i rj I 0 k- . . � ", , t i :t ! � i I I I insulation an,I the roof sheathing at the locati n of the vent, � - 1 1.5" DEEP I � I . I I . . I I ....- " I ; To-ni TCO-L _§_L4 ! I . I � I tn, � � . . I . . i . I I I I I I I � I 4 ; l : � . I I .. I . . I I i : ! . I . I I I . I _§� I 11.-� . : : . Ventil�tia Reauired � . � I . . I I . . � .1 - ... i : I . I . . . I i ...... l : � . I I . ! ; : ; i I . I .FRONT BALC AREA 240 Total'attic sq. ft. . I � . : . . I I . . I . . . I I I . . . I : : . : . 1 &-10" � . I . . � i : I z. : I I . I . � . . � i: i I I I . . I . I . I , I I I :: � I . . . I I � :. � I . . - . �_ . I I - : I � ! i;. RIDGE 1 240 + 300 = 0.80 . . , . . � . � I i 7 . . Q - . ; I I .I . I I � I I ................�...........1......... I . . � . I I . . I 1 1' ' , * 1 111� I I . � I I I I i . . I . 080 x .5(50%) = 0.4 Square footage net free area req'd I I . I I � . I i 1 ! z � . . I . . I 11 I 1 21'-3" . . . . 1 3'-2" 3'--5"- � , 5-0" 1 1 1 �7� 1 . . TQ(-nj i ::�:::�:::::�::::::::::��::::::::._-.,::::,:p . i I I I I I - V � � I � . : : I I . , . : i I I . � .1 1_� r I : I . . . I _ . � � : 1 I I I . . . -- ------ j . I . . i . 01-1- �, IL- . I . I I I . . I �. I .. _ .. � . . i I.*' _��+ . I . I . . I � I I -i I r::) Co . . . I . ..,. I I I ! I I I I � El- . f . . i i I . I . I ,CESSED/ I 4__aE__ .., I : I . I I . . r I I JJE . 1:::: �N � �� : I � I UINER / .. I I -, . I : . . ADDITI )NAL I \ / 1 P4 0 I I : /_ ��o I . I � . I I . :.:.I - z . . I � b. �-.... : � . ; 1% I \ :: .-1 r1V q�-99 . U) E-4 C\2, . ...... : . . . . 1: 6 .7 � . , - - -4 1 1 . I I \.-* I� I l I . 1 Y_...................... . I..........I...�... ..�t , 7e, I i . ! "It I INTERIOR BEARING PER FLOOR I i -KN I .1 , (TO ..................................�............. i ,,�,j I 0 �D � � r'�_ I � I..... i...............",:::::::� . ..N. I . - . i . I . 1* I I IRED % I Q // �� 3, 04 1 �...11.....ip..........I. �..........=....=.......J.j ..:.. 1. )_ - I 0 , I I . . , . � S ,. - i I I I I � I V - P iti_j;o-i'�.�_Yjl � (::) I . . ::::. i Ld LP i . . � . . �� ,:,�.!.nA irmr.... � : I 9 . - . . . X 7::� 1 , I . �4 U) - 0 1 . . :::,.. : . . I I . C, . � ! I� i ;.............i- 1 (D I : . (y) I I � . I . .. %r-/jk_,,r-jj � I s i ......, i I I I . � .9 . . t .1 0 I . � I / \ tr) I I I E: I :: - . . .N: i , �:lll - � /I ! MUM it : FALSE WALL * . I I � / \ I I . I C-) . iEx, I \, i (y I I . I I i 1 Nq\,j -1 I,�/ '10- CO . :. ! 1 � . 11 , . I i I isl .: . , . I . I //HD. I -_--j , I i IN. i:::::::::::::;I!�-:i:::i::::::::�:!:!::!t:::!::::::!:::::: . 71k\�/4 I . V�y . 0� i-4 I::) i l "'. , __:�� / ; i Y...... i i .. � I I I I I...................�....... I / 1111 ....,=... i...................................................;...�.. - ..........I...-......I... 41....... � i _��-' I I I ;;;;;;:�::�;;�;�;;i;;�;::;;�;;:;;;;;i � L '�' � I .. I i : :...:i:E.:..! t I 1, .,.* I I - . I . . I . I . - ----- I/ . V a � Sv I I� . I i-l-i W. �4 "14 i : : : . ;�:::M=! ,; I . ---I---------- : :: i H �: j I 11. I . I lk,41 . I .. I 4" CONC. I : :: :; �el \� I I . I . . I I I I . . Q0 . I : :i ; i . I . I 1::.. SLA,B I �D . I.IZ,,N : :1...............!I 1 :.i. i i I : i 'i...... � � � I . I . I i� �� i: .1� f........-11...I............................1 . i: , % - : �: " . 0, . I . . I . : : :......"..........�............�...................................I.: : . ., . I I IPFOVIDE ELECTRICAL -, lj:�. iP.-4 M <3� 1- . I � � 11�wmzl .............I.,........�.......I -,�,..-,L- I . I .I I U) : i I - i : . 1 ,."" 1 :r," I I . . . � � i I . !I -P111 1 1 : -, )�* I I I . I AND PLUMBING 1 .1 _�___�___�__' __�_____ /C ) -.:I .1 0, , - i .. ! , - . 11 , 11 . , _-, � ......J-i t I 1 i T... . 3/112 i I i".. .: I I . i :� i I . I . ::.."..�,.::�.Y I I I . I PROVISIONS FOR I I' - . " .:.[ I I I I . I I.:.....:,*..*. . . i :; ; i . I NOTE: I I A I ll� T I I .-� ..............I.... I I : I H . I . FTITURE KITCHEN ISLAND I I - 4�--4 I � It i i-.. -, ...... .. .. .. : : I : :n VLT. j i k�.' �:�:p ; I Oil ill , . It 1 1 ;�! lal . ; . (1� ROOF OVERHANG SHALL BET-4" . 11:i* t'I . . :11 i ! %., - f 1% i I 11 . I I I I I .. - 1. . I .T _" . � I : ...�........11... � I �:, . : ... : I I III: 00 c) C) (0 . : I I i �� i _§_L4 �4 W W 0 1.... .4............ ... ... - - ' I I . . I 1 :....................! : : ;;t : : ! , t � I I I .....- - * -, ,- .. - I . : v) 1 5'-E ,. . . I............I....I ! : : :n CLG. .........:: i UNLESS NOTED OTHERWISE. - ' 841, 1 11' . �:: 0 0) I; i l : I I : .... ..V I ,,-:I �_6j" 11 i�" I -7 " ' I I I 0 � i i �P .5'-O' 4'� 12" , 4 -0" 1 1 .1 -...- ,:, i a . . H 111o. I... t : . I! I 41 . �..-.- .I: r . . i g" ,:: � : ! i . MAIN ROOF PITCH IS 5/12 AND 13 � � - I - , .. 1 ! i H _ _ _ __I 1, - ---- .. . . - , , i--1 z 1.;s� i 01 * : *% : ; : . I-- � I i: ** : : ; I .. : i . . 0 U-) 0 (O . Ii i i . I ....... ;.... i : � JUST PLT. HGT. � I t 11 't (0 . L16_ . s� ; : ; : : : : r I r.--*,, z +�� . . . : . ,"...........I. : . . 20'-7" o/ ALL WALL HGT . � I I i I i ;* : 1 ! l �.... ::::: 11111-Itf 1:11;�,;,: .. . ........................... 1(2) � t� _�__ I I :.: - N U) � . . � j I.: I i .. ..... .:Z .. AS REQ'D TO ALIGN FASCIA ' . , . I . . I !I i , . *�I�i ....,.......A;: . I ----- --1-1--- 1�_ � i . , '1.1.1.11�...........1 1 L,j I : �.....� _.. .1....I.......I. . . . .1 . I I : PLUMBING- . . : i \ : ... '. : . I I :: CONTRACTOR � I . ....I.,...a........ : I . �., __ - . It-N)"ll . . . .. : : -1h" M. 11M� (3) ROOF FRAMING TO BE CONV. FRAMED .� ....:.,. I i:..,::: . : ............,........: ; : . . i 9' L-0- -1 IL i <� W 1Z0 . .A 0 : ; ; i - '. .! I � . . IINI TO. LOCATE PVC r I . I.... .. * : : 2 I I ... I . I I r:) ,__I 0 . I A. . r : . z ... ... - : WOOD TRUSSES SET 0 ( )" O.C.. .1 I it -7 __1 . . I : !.,.,-�. .... .... -, - ... , 0 : � . .. !! - I I k uAMT I I LO . . �� .. . I : I \ /it I ; � ,.. . I - --- - . I I .. H - ��_____ _:��_:::---- I f .., : .1 ,d I it I V 11 I I ! . ........ 4. i '.. I ... .. . " FLR. SYS. I I I , I CHASE UNDER SLAB - I � I ** ......., l . ... :.. i . +I'-4j I . _�: *�_7_E_Z_::= I . I I p . 1 N) ......... ,.., R ! ! I : I . (4 ,rl`RE V--1,i I - I I...............: L .I ," I H . ) ROOF FRAMING LUMBER TO BE #2 OR _I�t - - I I I . - . I . I i .1. ... . I A it I ,t [I I AS REQUIRED . ....I.....I. i it ... r I I` .. 111 3�/12 ; I HI.3. r__ I . I :::::* :..! .I I : BETTER. , - 1'�______1_ - 1 C,4 � . . - : ; : . . -- I . - . I I � I I I I I I I � . I : k�.., I 7 : I...I....I, I.,.:.,,. iii! VLT. . +10,-I.A" PLT. HGT. I i I . 11 + _j . _�, I , I.. i ! ! ,; ; . I I I 11 11 I It, ........ * : z"A .� I I - i -_�......I I V_1-4 11---- . I I I � . 1 I � I. . : ....::::::::.*.*.i. .......:.......�......... . ! I .- %. . - a ES DIRECTION OF i I I I I I I . . . I , : . � . : ; . ,(5) INDICAT it I: , I I I i I . . ..: -, - ! ! i . , ilil CLG. i ;: . - I 11 I I � . C) ! I ., .. . I L___j - 11 . I I 4 I �: : - OPE. .--- I I 11 I I I . I . : r . 1 / 1!!! . : l I I . �OOF I --- ------I i I I I . . I . I I . I . : I : l --�.�411 I t...�....�....1. I z I; �, fl: . � T�_�_ .. . I I � . * . LI I i . r : : i :: .SINK l_ . . � I : : : ; : : - 1: . I I 11 E-1 : z . i .: : : : ; �i � : * lili . I � . -7" cl/ ALL WALL HGT.. (6) INDICATES INTERIOR . ...... TYPICAL SPOT FO)TER I I I I : : :I I; : � ..........V., . V....�....................�:: . 18' 1 > I I I . . I - . ., I : ; i , : . I . � 41 CEILING VAULT. I . � I . I.,�:I LOCATED AND SIZ ED BY ENGINEER : I I : : .............I..... I I : I I . ! � 1 ! : ;..................�....................: - �....11111�..."I........ V... . . . 'I :.I - I 1 : : :....... -1A" PLT. HGT. --=:INDICATES FALSE WALL. . . � . � l :.. I . � : i ; : .....I....11........................ll...lll� ....... - 9' . I � I I LOCATION IN FIEL D IS SUBJECT I . i I :...I.....I...... , : . i: . 1 �7j :== .- i i ' - ____ .. I . nommommm I mw . : : I . h : . . I . -IN A-t 12' '�l I . : I i : : : : I . - I i : � : .i I 8 �INDICATES 2nd FLOOR WALLS. � ' TURNED MONOLITHIC 1 I I - : : i ; ! : . . �-I'A" FLR. SYS. I . � , .. . I i : i !:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::iI i � - (O 0 (O IN I 0 OT' TUR i DOWN � I : I � r i : 11 . I -_ I . i - i . / I : : I � I I I I : I I . t SLP I i 17�> i . I - FOOTER 0 STEPDOWN - INSTALL : I :.�-1 I I . I . � . 1 i . . ]�S CO . 1) : . I 1. i . I . 11 UCTURAL DWGS. ! It . It 811k8l, 11 . . l : 1 i 1: , * ** * FINISH SQR. I . . . . z q ; z . . . . i All PLT. HGT. . . I .1 I I I _" : "o) i I=RN@T I I COLUMN wj PVC . I . : : : N : I I +8' I � . . (O . I I . .� �t C"I 1 . I Ild . I , I . ; i . .. : (O I . i . : I . 1. I I , �; : ! . . I I I WRAPPED VENEER I I . . .: I : I I . ; 1 i : . : . . I I I : z : ; I . . . : ; : : : i I . . I . ; . I . : li i HGT. 13AtiGE I /, I I 11N, . -7 . . � i ; I : . � : . . . I I I . I . .. , .. . 81, 0 .........� i 1 I . I I I � I I II . � VERHANG . : : 1 : :: : 20'-'/" o/ ALL WALL ,6 NOTE: I . , -----� / I r�___ -I C.........) I I i � : : : :: i . , I - Ili I i : I ,r,r-�', . - � , : . : i !! . � � -) I I I : : i . ; I :: � rA . : - :I : I I I I : : . ! r UnV,e i i "III" ADDITIONAL INTERIOR BEARING MAY BE R I . I . / 'C-4 11 I I I I , I :............... i i : . nted Attic SLP - , I I � I -71%1 1 , 1 2" // I ! I .. . .�0 .............I !�F�;, I I I 11 lip, . . z i 9'-16" PLT. HGT. I I k_ ,,, . / . . I : � I . � l � ; NUOR I 5�'LN I i,�,- _", / I I I I I I I . i I 4 . � II,jjOOP-NII : : I I ::�_* I I . . . I : i I I D I. . I i 1 Uj i �, ! ! BY ROOF TRUSS MANUFACTURER. CONTR'A 11 I� I - LJ I . . I . [ I 0 IF46 Insulation . +I'A" FLR. SYS. TO COORDINATE w/ RESIDENTIAL DESIGNER I . _ It / -2" , I I .�.. . : 0 : ; I I . .. . �i , . : , I I / - F_�� .... ....,...........I.....li I :: i ; . I I I I I .... I .�_ , I I . .. - -1 11- I-11 11 I 11'11-1 1- *1 11 *11 I I * - ** " ", , * . 4 t : I i � Li- - I (6 I I I : .....i................ ......I--........ � �I . .; : WINDLOAD ENGINEER. .�, I I n---- . L__ I-. ! ; . ,.;....�. , . 11 N . : - `8, i o4l, _-)r� I I '011 I __J . I �-:::::-:, **'...... -, - - i ; � i: � i: : I *i-10'-IA" PLT. HGT. ALL ROOF FRAMING TO BE PRE-MANUFACTURED � � - �1 Ill -8, -KN I I :::.. : � � � i; I :: ? I I r-, 4'-4" I . : : :: I _', I I k� / I I I'll % I I I I . ; : :� . %.L j,, V-10" / 7'-8" 1 1 M I. . t�� , ... , 2, 11 � -. . .4 I : : : I :� : - TO BE INSTALLED PER - I I . . : . : i � r: : . . . SSES � i N / � I - - I 1 7-7 - , 1, I I . : . . - . I N.O.) � N , . � I 1- I� ; ' ' 2-)" 1 : ,,- \ I "I : 1 STOP CURB I 'U-) _D I . . . . . I I :* : i . : � . : ..: - IF.. . . . . . . . I I IFICATIONS (U. - , \ / - I jj�! ' I : ::::::::! I \ :�� 1: . .- . i � i _� -ii : I I : . . �i 1 : .... : i : � � ; ... ........... . . I . . I . \ ; i '.*... : . , . . � . 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REM CM. �OF JEWS I PERPORMED 'ANDA COPY OF THE I ;.��:,i .,.: ,�- 1 1/4"=1' .0 . +I'A" FLR. SYS. � . ..., . I. - . I I E SITE . � � 1: �.. I � � I . . 1: . I %*,.. ,� I . � MIM-7--__�� . 11 FOR THE BUILDING INSPECTOR'S . ...... I� JOB NUMBER; �, I I ., +10'-IA" PLT. HGT. I I . I I � . . . I 1 ,O.- I I .. ..�1. - .*� :.%�: . I I . . 1 77�7 . I . . � . I . I I . I ` I I � .I .; USE PRIOR TO BUILDING INSPECTION . I . � � I I . .-i'. I 1. ... I '. I . . I . . . , � � I I I I I . 1.4 I 1 2" ALL PROPERTY MARKE . � ; � . I I I � 20'-7" o/ ALL WALL HGT. Ah I I � I . . I . . EXPOSED AND A STRING STRETCHED . I .,;�.; r EVISEP:. . . I . . . - . I I I O � ..� .:'..e.....1 . . I I . LTI 1411" I KICK-OUT FLAS M I I ., . . �M . I " .. ,, ;. r . I . 9'-Ih'� P I HGT. ' � . - . . � ... VARITY REQUIRED SETBACKS. I ;,::,. . .�.,.�.. . I I I I I . � I . � I � I Fmomommumommokw . . . . . �' . ". , I . . � I . ., " . DWG NO: � . I I . I I 1 +I'A" FLR. SYS. I I I . I I - -1 . . I . I . I I f I I I il I . z � I - Ij I === I , - LLJ , I ' I 1 7 " . -71 . I 1 4 �r ! I - -11 I ur. I IT:--r-�_Vl I I +_� DW I I 41W_� I I I� I.r ( L I -NOT' I I I ADDITION1 By ROOF 0 COORI WINDLOI ALL R F I LLTRF R 00 M 00 U T C, AN FA 1, I I � . � I � .1 I I I I I IL 16 . . I � . . +10'-Ihll PLT. HGT. . D 0 0 F I I P L A N . . . . .IF 1 � 0 U � N D A T T 0 - N ' . . . I I I I . . I . . I . - 1 . I I � I L I ...... .. _ .� A2 OF 6 1 1 Ill . I . . . I I . 1 . II . I 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 ----,-- __ I . _ �---------_ __ . -- ,--- ___ _____ - �A . I � - � I 34'-10" 34'-.10" AREA TABULATION 32'-10" 15-6" 17'-4" 81-10" IST FLR. LVNG. 1279 S.F. 7'-5" 8'-6 1. 1 1 1'-6�" 1 7'�4�" 2ND. FLR. LVNG. 1914. &F. 5'-2�" 81- 011 8'-6 TOTAL HEATED/COQLED 3193 SY. 6'-4" Ilk ;3 CAR GARAGE S.F. CVRD. ENTRY 136 S.F. 8"XB" FINIS SF. CVRD. LANAI 108 S.F. COLUI Pv X DECKING CVRD. STOOP 36 S.F. WRAPI ZENIEER (TYP) TOR" — 240 S.F. (2) 3060, S 3) 306081H EQUIV. BALCONY HD. 1@ 8' HD' FLR. 7 B. �1(3) 21060 SH Hp. 0 0 F bill It AFF 2rD . 6" AF 2ND FLR. ...... ..................... - ...... TOTAL UNHEATED 10�19 S.F. TOTAL SqR. FT. i�E S.K (E) , (M 01 AFF . R & SHI 01 ............. .......... ...... .................................................... .................. ............................... .......... ................... STRUCTURE . 2168 S.F. 4 .......... B525 S.F. W.I . d CV.RD At ................ LOT 10 CLCI ........... ............... .. .............. +H"11PD11 VN. .. ..... ... LOT COVERAGE 33.2 % SUITE -IN OWNERS ...... ...... ........................ .............. .......................................... 2 .1 ...... SUITE#4 G.Y ln�t 00 1w t (io'. CL -SUITE ................. ............................... (9' CLG.)� (10' CLG.) C14 4 ---- '4 12080 SGD(E)(T) z R & SH ! T 3060 SH 5'-4 -6" -9" 3-2 3 -5 5'- cr) 12'-4p' 5--o HD� i5' 5' 1�- 7'-6" AFF ro CO CO z NOTES: AD FW7/7c) C) I) ALL EXTERIOR WALLS ON IST FLR. ARE 2x4 EXCEPT AS �4 cr) 4020 (OEISC) HS Zm NOTED AND 2x4 WAILS ON 2ND FLOOR EXCEPT AS NOTED rZI HD. 0 7'-6- t) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED IVE ED� rVA.kA C\2 T/S v 134 COWER 3) ALL WALL THICKNESSES ARE ACTUAL 2x4=3 t/2' -AFF 2ND FLR. 10 54 ................ ........... - z CD 'w 5 04 GAME 04 c\j cq al (10' CLG ,veo/ ......... 00 2x6=5 1/2" 2x8=7 1/4', ETC... 3 MT2 I Lo I -K,4 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ME wl '04 10' CLG.) Go 'V ROOM ca I G.) "n TO BE FIELD DETERMINED BY OTHERS. �4 C) OWNER H n 3/12 1 - 7 1 . . 1 . *d 6) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM 'u.) --—-—- (9' CLG.) Z TFTF L@-. --— -—-—-—- V SH T.B. BAT 1�1 IVLT. 1 1% it W.I C - U I- -o-i (TOP OF) HOUSE SIAB/BLOCK. -------- -5! OUTLINE OF (9, CLG.) //HD* V -IN A�* CLG. 6) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH 0) ul Im U, m . .. .......................... (0 CANTILEVERED �E- THE DETAILS DONE BY OTHERS. z T B J., co PORTION OF UNLESS OTHERWISE NOTED. (10' !cLG.) .1d ,I I SUITE #3 7) ALL ANGLES ARE 45 Z 2 1�% -+ 0 01 1 5 8) ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHK 7 -7 2 (0 00 (0 -0 2 \3 (9, 2'-10" 2 3 3 S-11 %Tz.:3 3 -5 3040 SH 5'-5j" 5" ji SHALL HAVE A NON-SUP FINISH TO MEET 0 1 3 -4'-8" 2 r., u 7 -34-2-2- 3E u HD. @ 7' --—-—- AM C1028 STATIC COEFFICIM OF FRICTION MIN. OF 0.6. AFF 2ND FLR- 3060 SH 1 0 0 to 0 0 'HD. 0 >. D V) _.OXZ I� I Id Sm BE PRESSURE TREATED APPROPRIATELY FOR M CONDITION :�-6- -TuFi T- /C 10) T= GLASS TO BE TEMPERED 4, K4 C14 ACCESS /C P4 0) 3030 'SH I 3050 CNBC.. 1 1%, SH 1 11) (j)= EMERGENCY ESCAPE AND RESCUE OPENINGS 7�11 SE 2468 1 r�-I ii-D7 W7F TFK. —-—-—- % I HD. @ 6 OVER Fig] 20 MINUTE 20 AFF 2ND F 01. cli 12) LABEL 0 2 -------------- ((0 SUIT 0 (0 �O 00 00 >1 00 3050 �H V21Z� a ',0 -K-4 LO 00 (0 0 n I HD. 0 7 -0 Z 1 (10' CLG.) FRAMING HB. 11 11 Zx LAID ON SIDE [I it I DW LIN. �I AFF 2ND FUI I AND FRAMED 4 0) �0 N LO L65�;� AFTER DUCT IS I,I) - SINK 77`�- 52 T 3030 SH INSTALLED HD._@ 7' rn — 5-5j" 1'-7 5'- 011 -6, 1 3'- -4 72 1; 4'-1 0. 4'-4" -4" 7'-10' 1 3'-11 2 W AFF 2ND FLR- 7'-0" 2 41@1H(M 6' -loll HD 5" 6' 4" -C Z -—-—-—-—-- IN LAUNDJY 3050 SH C14 W.I. C . 00 KITCHE CHUT HD. @ 7' AFF I I \ AEIV. (9' CLG.) 8" 8 PW R S LNDR VENT HOOD COL. UNDER TOP PLT. ANGE PKT r M U V1 OR EQ IV.-7 -IN 'N HDF40' 7' --- ---- NOTE : 00 /C CO Ir. cq N R & SH CUS 0 *Z.--1-5 BASE L- J cy-D XFF 2ffD ADD FLR. �YS. S 3ASE D 11� RM. UR ITURE "0 ............. TO SLAB RECES it -K4 H#3 ANITY TO BE FLUSH OHC HOOD )LIC .............. LO ^C11 WITH FIN. FLR. C/ D IOHC (9' CLG.) r 7-/ P. C\2 BASE BASE ST 2480 EJ r LN .4 0 C-TOP'w n CLG.) ,I —-—-—- cy L O�+1;1 I VKT. --- I %�/ (0 STOR.' HOOD10 1 (9 w (MO EN (0 ..............r, C14 7- RM. 00 (9' CLG.) LLL (0 To' CLGT�. \ ,K1! I cLd;.) < 6 VE 1 9' CLG.) .41 i i 5'-4 5'- SEAT 5'-5�" 2'-1 3'-3" �B�, SINK -IN N DISP, FRAME HD. -----7-T r- RIP O�R Y - -------- 4' 7 2'- 1" 4'- VLV. ------ /------------ LEAVE OUT CLIPPED 2468 -6" CLG.) --- -K4 LIG I I I I (9' r7 FRAMING UNDER 4A R� I I I 00 0 L .7zjj L DN 17R. 4WO 'n K4 3060 FXp ill RA z La G LJ ISLAND LJ HD. 0 7 T 3 ) ( I r 00u) LR. IS-02" 101-011 1 1" a-) 3�" y-12'-6 3 -112 2 5-4" AFF 2ND F 3 -3 I'l 1 L 1 6'-3 3060 SH 04" 71 1,. 11D. 0 8' IN AFF 2ND FUR w SPFFIT 0 LIVING 8 AFF. 00 V z (VLT 3712—FROM 10' C�G) --------- --------- q(16-0 -)LXP I. 3zvl &-C4 rci- ---------- u') (0 w 2 CAR CXD V7flD, 0 7'- 1WO-0-5-------- 'T--------------- _ mw LO AFF 2ND FLR. I FOYER 01�4 1 IIN Z , LIN 0 0 3x6 BEAMS zl:� (9' CLG.) 0 DINING I GARAGE .1 Q Q-0 (9.'-E;" CLG.) 3/12 3/12 '0 �w I VLT. (9' CTG.—) 1 102 VLT. cy'D C--) 306 +STEPDOWN cy-D 00 HDIOOM7 -6- CLG. S-8" CLG. I AFT 2ND FLR -IN 1`1 E WALL BELOW 0 -K-q LINE OF GARAG ADDITIONAL WATERPROOFING I I AND FLOOR SYSTEM STEP DOWN I I8x7OHD --- -------------------- ------------- IN THIS AREA I . .. . . . - "Poo . . . . - - - - - -T 74 - - - - - - - - - --————— olool (177 A Mi zm ..................................... .. .. ...................... ....... ................................ .. .......... .................................... ......... 0 SH . E-; . ........ ..................... ... . ........... ............. ......... ........... JID. 0 8........... ........................................................................... AFF.,2 1) FLR, . , - -- ----- --1 - * 3060 SH .......... ................ ..... . .............. I I 1 (0 > 2 HD. 0 8' V D AFF 2ND FIR 00 (0 0) .................... ... ...... .................... x4 (0 00 (0 ..... .......................... . .. ...... N'T c 6 4:7 ............. . 18, oll 11 / BEAMsF1,,i i ............................. 2'-1 10 - B.. 11 1 gI 0 0, (0 ........... ....... ............. 0) -w ..................... I r I -r,1 9 1 1 . I .. ... ... .... .. "BALIC INY -K4 CLG,) . ................ 11 .............................. E .. .......... +STEPDOWN ................................ ........ 77CLa...F, I.- -3- HB. 1 4 ................ SGD A4 _016'x8", ------- ................................................... ............. ................... ..................... T - I — ———— —————————————————————————— ................ .......................... ........................ ......................................... .............. ..........—.1.................. ............ .................... ..........I.... ................. ...........b I I .I ll .......... ...................................... I................... ..... ............. .......... ................................ ......... ............................................... 1 V 4 .............. ............... .. .... ....... ............ . . ........ .......U............................ ........................ ........... ....................... ...................... ........................................ Cm ... ..... .... ................. .......... .......... . ................ ................. ............................ ............................................. .............. ........I......................11.............. ... ....... ........................ .... ......... ............................................. ......... ........................................... ............................................ .................................................... .................... ................. ......................................... ............ ------- ---- ------ -------------------- - ---- --------------- 101 1 1 :).............ig..=A ........................... ...................... ----- ----- ............. ........... ............ ....... ... ... ....................... ........... ...................................................... ................ ...................... �-T--- - --------- 0 ------ ----------- -=...... - ------------------------------- DRAWN BY: ............... AL FRAME STRUCTURAL ONLY :::ffA:F�Fj FRAME STRUCTURAL ONLY COLUMN TO BE WRAPPED B _COLUMN TO BE WRAPPED TREX DECKING IN 10" PVC VENEER (TYP) TREX DECKING IN 10" PVC VENE0 (TYP) OR EQUIV. 10"XIO H S R OR EqvLv. COLUM PVC I , FUEER i w WRAPPED (TYP) 6.23.15] 8'-2 S-8" SCALE. 1/4`=1 —01 6,-10" 0 11 -lo 20'-6" 01 7'-0 6'-6 13'-6 21 4 rOB NUMBER: x 13'-6" 21'-4" ------------------- e- 34P-10" 34'-10" - ----- DWG NO: N1, TCHASE ,1, 2A.x�D,11,F1RE D WDR. (10' CLG.) -S T M N 2 N _u F L 0 , 0 P L A No 00001t s T F L 0 0 R P . L A Nm A3 6 OF 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 . 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 . I 1. I I . � . . . . . I . I I I . I . I . b.3 i . . . I I I - I I . I I � I � . � � I I I I . � I . I � I I . . . I . . I 11 I 1 6" FRIEZE � . � � . � I I SEE WINDOW TRIM DETAIL FOR FINISH INFO. I Als �! � I � *** I I � . . I (BLOCKING) I 00 %* o I � I . . I I . I . I illl bi I I . 4% . I I � I I I TYPICAL . %, I I . - HARDIE Ix BEAM WRAP 0 HEADER FACE (TYP) . .. . I . I . * I I � - I I . I I I I . I I HEAD `% I I . *# I . lopa 1 . I . . . � I I I 23 11 � . , " . I LASHING � ARCHITECTURAL SHINGLE (TYP) � � I . . . 'Vplxiii��.�t;'.- . . I . 2" COL. BAND (TYP) � I 11 91 . I . � . I . - . . � 11 2 to 2 � I . .... .... .g.....I" . . a �% I � % . I � . . 2xd RAFTER I , I . �::�.,.,�.,,,- .,. . . . � I . I I . . 1. I . . I I . . ,:,.* "',." -`�111�, I . . I I 11 I TYPICAL ... i��,,'�li`�*",-."�N- I I I I .. '� `*I I � 10"xlO" FINISH SQR COL. w/ PVC . I . � 2 2x2 FURR STRIP FASCIA w/ DRIP EDGE ,�.ti . I I � C-4 1 YPICA� I .'-.�'*,,�,!"-',"..*'.'�.��i��,,., I � I 'i", ,�' - � 1 4" HARDIE TRIM CAP (TYP) I ,Rtg.'..;,�l,iiii" PLCS) . . 'r . � . - �l I . . ., . � WRAPPED VENEER (� I . I �I I I I 11 � I --/ A'SASNEDONLY I I I . � I 1'1�3--.Itt`l "'.11 . � 1� I I . . ii�-'�.�.` - . I 2x2 FURRING �`�'Wll.�-.- . . I I I . I .. .. I (p) ' --.-tii-�f ...." r . I � � . I I a I I . I I I I If 4" SIDE TRIM w/ 6" CAP TRIM & 3" CROWN . . .. . HARDIE SHEET VENEER 0 HEADER FACE (r STRIP (TYP) RAFTER TAIL -;:';*.p:l;l7 . � I . I . . . . . (REF ONLY g. , . I I . . . 1 1. 14 , 117 1 1 ) . -,,.;�I:�i I . I I I .1 /s, . � . I . HARDIE LAP SIDING (TYP) . I . . . �it�rg�.i I . I .1 LOUVERED PANEL RAILING (TYP) . I if' , I I it i I I j . � . ,,.* N VINYL SOFFIT (NON-VENTED) 12 . . I I . . op I I . . . : I I 3 .4 b � I .0 . . I ;: . : : . . I .. 11 . I � 11 �� UVERED PANEL RAILING (TYP) I .ii...t-i.,;. ..;;...i.i..!,1 a] . � � � . I I . . 0 sl � . . :: .1; 5 . LO . r � � a 10 :; I ARCHI rECTURAL SHINGLE (TYP) I . 1; I 'I � ,[ . : : I � IIM' . � I I . I I . . . I ma . III . i . 3 , .. . :: : : I , � . I . : 4, . . 14 .., ..."I".... ..- _ .......1.... j I:.ij .; ...;i.I. ..: . ; ,:I;--1,-. l$.;ii;... � I . .1 - "I ! .. I ; �y I,,; i. , I I � � I I � d ''�, , IF !,:,... 't� '�'.:' :I��.l ',:_r,_;.. ....: ; " :I .0 'v_',!I 1�1.1.1,11.1.1.., ""'.." ".l..." ,., --.1-Y, ! , ", . , ! � I I . ., I . . I I . . ; .: 0 F: y: H I ! ! lit IF, : : 1 J,; cy I 4 ;D ,* : . . � : : 1 :i : ! . . . I . I : . .. ; ; , ".F �' ; I 1 1 'i ... I 11 ] I I . . 1 i 1! i : : : :: t : i � I . 6 I - i't .. , 1 ! i I 1 I.. � : d -T - :HW . ,,, "... -i. i';i...4-i ; ; ; i_� ij....:1 . . . OPEN FLR. JOISTS : , .,�.,i.�...ii...�.i.';.�.'i.;..�,i.�: 1 i i.- : i : :: ; : : : :: : : : ;: : 1 : :: : : :: : It t 1 . .4 # . 12, . . 4 ._,.ij_�.i., . I '':, it . : : - :: : : : : :: : I , : : ; i.',;,.i.j,.,;. �I,:.:.,., t :t� I - * . A I i � i I - ; I i i : :t : I.�I: . 1 ; il :: : :. : : :: : It I. : : -1:1 ,.:.:. ; .ii._ :.;.�Y 't.: '. It .. .�!!..., I I 1 .�FJT ; ; l.,!,�1,i��. . ,.' 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FLASHING GOES OWN I. --i L I I - ., MW MG rLANGE. ENDED � ,. . . . � . MOTTOM Of'HEAD�SHINO - , . - ru I . -100 i . I I . - . - I , . I . I r I . . . I . I AGAINST SEALANT("MING , I . . I I I ct:=5 , � � I .I t- . �. =a�gw .. . UT. - ,. I DR. TO. . DR. TO . I I .........I DR. TO � . . I . � BEYOND CAVAN,PM8 TLAMNQ . 2x12 FLR. JOIST (TYP @ BALCONY) I LL_. .. �� FOYER I NEN . 7) E-4 C\2 . . ,. 3" 3" ........................ I . L� I .. . . .......�........I.......... .....I. .. ..................... ............ .. I I FASTEN IN PLACE. . I I I-: . I :: I . I _\ * _", I .1 ..." ...I., ..., I . . . I I !_�' I-I co co I . I 2x12 SU PORT JOISTS 3----R- .. I = = I 1 3,_ 2" ,..- I ,.. 31� . . 11."" . � f:4 r- . I � I- = I.L. . I . � I x* `:,; x. , 1:1 i4.,�:::l . S I . �� W I . . I If: �1 [I �] I * . . 11M ,� . :� :;< - -* x co - c) . CD ::::: :=x . ...�� - #4 11. 1_� i-4 CO I I A I I ��':v.. - (91 � . .. ",Wl* -1 �. - I P. . I.=4 " ! 0 JAMB FILASHIN -_� . . . I . CL . I ,t� qw:) '.., I , CLG.) . . I-4 , I I � ITT 1. .. INTERIOR VIEW F_ . .1 I., � . . A �-4 0 4AA`a - ' LEFT�CORNER OF WNDOW � I -100 I G - I . 00 -I -, ,... .1. I � ,-100 �! / I 1 2" COL. BAND (TYP) - - � . � 2 CAR MUD `:) . BT H, "'..< -1. - UITE#4 . _j c� .. .. / . . (9, . �.: =1,1 . / . .. _`1-111-! , : I . 0 ltd, %%0SWM - DO I ARAGE [;:I�,[� ( ) , ) 1=1 I ... , . /* . . FLASHING. EXTEND . ... ".. 'I". . . . I . - I . �-� �Z4 CD ^19 FLASHING a W 11* "I., 1 �=�4 �:) . ASVIE ROUGH . - 1 ,,'N (9' CLG.) � , . I. , . 124 C\2 , I I . 1, � =AT Hm. SEALANT ) . ", . +STEPDQWN - . . I ., / /.".. . I I I , M V) <4 am 1 (3) . I . I . S TEMPORARILY I .. I LY I TLAWN.MIN a am"MING . , I 1 14 . ... .. . . , �4 . �Y TAPE T . WRAPPED VENEER (2 PLCS 0) (9, CLG.) . . I �'. � / ... ,. � . I 0) I I I CONNERS TO ` .1 ,-I I.� � ML, _ , � ", OC) 1,IS IS, +1 : I I UNTIL% M% . . . I . . . I /X ,/ ,/I..,, � � -1, . ,� ilu , I . z 1`4.F4 0 '� I . . A 10"xIO" FINISH SQR. COL. w/ PVC - . I I 1:1 RM. 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I I . . . . %... +1 + ,:,::�I� !:;.%�.;.. . I TION. I. ��; . :��. ::::::...:+...+..... I . I WEATHER RESITIVE BARRIER (WRO) APPLIED PRIOR TO THE WINDOW INSTALLA ... � � � ..'�.. q....,. ...... --,-!-:,��:.�.�+:,:: :.�.�.-�4� .., - ---- � I . I --- _:� ...:��&�t� .1 '.. : �,. .r u ---�-__�il- I . . . . . . FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. --��---� -_.,,%-�%. + t : = I ;: I I -1.1 : ... . � . , .-�!.' .�.:::::�1:.: .t!�:��,:,- .:!t . . . �__ I- - I 31----� I I I . . . I . . � . � � . � I . I . . . SECTION ., -100 12 . � I I � . . I I � SYM I THROUGH IMDOW�11 � , I . - I I . . I . . . . . R �� __ . . ., . . � I ') . I � Q)IN WAVES MUSEUM FAMION, . . .. I 0 D I � I I � $7ARMN9 AT WE SAVE v I I . .. - . . � � . I C-1 WE WALL&�MMOS .. I - . . . I . + I ME W.NSTAU.WE" L=.81AD I . . , .1...�1 I I__: . . . . I . TOMIEFACIEWME I Mar I-- q . I . I I i 11 I- . I 0 - �Y am 11AWINQ - _j -\ 0 x . I � �1_, I ENG . . I I . I 0 I I 0. � :Z 6 1 J1 ij � 7� 1 1 _0 I 0 24, .O.C. I I . I I 3�y KAG OF SEALANT � 0 I U ::� 7: 1 0 -Ll�_11-� I . . . I . . [:Z7� ... I I AT 92�01` _� I -1 ... -0" LIVING i !_� 11 I TV � SHINGLE ROOF I I . . RAN Kr 3' . .N%W �MENSIDONTRAWE TO F a_ . ,� .... . .C,�-o- � i . - : I FANHEAUISCRIEVS70 USING NOM. . _j 0 1 1 . , , 6 . 0 j . ,- -0-0.0- - I . + � ; FAOUTATE INSPECTION, E SINEW I, x � I , , -7- 1 - - _15# FELT. STW-1191F 0- I - (VI,- 3 12 FROM 10', C G�) . ; I � TH I . � . � . . INTS"Gal GF Y � I I (C) - -j L I. I I? , . 11 . � �y KAZV OF SEA�AT "I-.L.,"M 0 0 � I . ��,.. MIN JAMES.C(TIGID a v FIVE..0LES SIT mrs 1 2 -100 .. .0 ROOF SHEATHING I . _?"?_ ' ' M -ICO � - . I ., -0-6 0. � . CY'D . ALANT BEAM IVETKIN _100 � I 11= - I AO - -I - _ - _ - � (:" I a�y�MS FLAIHINEI '100L I I 00 I , -Q-?-?-. 11 I - -1- - . Is FLASHING TLAMING AND PAWNING � I 1`1 OPNG. I, I I �I . I + ,,,+_ ----OPEN CELL FOAM INSULATION . + IV + - . I 11 . 1 . I . . _��_, - %,-._U_,�_!.�_,� C10 . 9�y%AS GF SEALANT AIny CONT.MAL TO ME MWKM% 11AHM. 0. 0 . . ,,,-�i"A:-k+.1- 1 . �!6"."! 'O ]_ . �_"?-o-c-p _,.?.- . AT HEAD fV (MEAM AND I . . - " " . Hardware per Trusz; , . I I - I 1 0) SLA D " '.� ,�`;,: _� Engineering � . I . . SEALANT AT,0ANIS 0 Jr ASCAT I '� I . I . . MKS(JAMBS)oF"Noovv. "TEAS, . Z ,_i, -1Y s- . - - . 0~HEAD FLASHING G 'a) DINtNG I " IREF I � �, �, ", �!, � � . C\2 , tAP7 WE KO.AT HEAD.ISIMED JAMS . I I . I I I I . -0-y-4 A � . �_/ .) 6 YG LAY * IqAGHM;AIM SEALANT AND I I (91 I � , ,- I . I.- � I . � (:\2 ,, I �;�E,y::AVE ` ENTAM FASTER N I :: -6" CLG.) . . I + . . . �_.:,:�- .b.o.-I" � , 0 1 1 .%M PtAm t"VAN; . I MVGGN EA N " GOES 0V`UI SEALANT). .. . _ - : I I _ I . . . I . -6-0 .. ,�--._-,� . � AL MUT!KE I :: I . � - 1 4 ._�,-W_11_;_� 11 1, SECURE WRB - I 9 �__II I I . - - I � + I I 1 % 1. OVERHANG MAY BE RAFI`ER TAIL .1 cy�D - __. - ....."'.4 .......... 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I -1 � I .M.W" , I -- 4-&- 1 I I �. 1 6" ALUMINUM EAVE DRIP � I E=0'S I'KYMD +��------- . , , . � I 7 . I . I . I _<� I JAAIS I`LAWWG� I - , I . I ,. _j -100 I I - I . � . . . I � I; _� . .+ I T_ I . � . � I 1X2 P.T. FURRING STRIP .r_� . I. . . . . ��" I . I , lb HEAD FLASHIN ., T-t, I . I . I SCREW SYSTEM-/ , . 1. ., I DR. TO . . ALUMINUM FASCIA �-� I MEG M�OF WE ., , . _1 r___1_," DR. TO I � . I ,. / I HEAD VLASHING AGAINST � 1. I MUD RM. STOOP &---i (24 . . . I I I .. WE MMMMLY ATTUED .. . � I� -FASCIA . SEALANT(11ASHING GOES I_: .. - . I . 2X6 SUB I . ,. � 0 � . I / SEALANT OVER EXTEND 0 - 1 I FOYER � I + I . =: , - I . HEAD=12 BEYOND . C__�) F_�T� . .. EA�JAMS RAVING. as: :- :E z (:::) . 11 � . 11=."11 E . I @ . � FASTEN IN PLAGL I-_. - -� I LG.) 4'.-1 0"15 \ . 2 CAR , =: :1 ......- _j I F__ I . I I 1. I VING AREAS . . i a- ,+ - - CL < . . . . ; > / I , � I � . I I . � . I F_:� + I - . 9 11 - . . �� I � � �IA _j , , � E _:I �� , , � ____q . ! I ,. I 13+2" I . .. GARAG �i=:�`"11 �!..*=! . .100 . �9 . E I A -100 ,+ I � . ::::!Ji li:.�.::Jl I I � . I - - 0 . I .. . 0 ' CLG.) -- 11 uj . . . EXTEND�18 r INTERIOR VIEW I I ,+ 11 I I I UTILITY CHANNEL . C/-,) . I- TO Qvu�M1 .. . (9 - I., I I . I . . I I . . - I I ,tAA05R.ASHINGS .. I I � , �� I Asm MON . I , I I U) OVER LAPPING HARDI SHAKE . . . I . I . I I I . - OPENING AT HEAD. I 9 I . I 1 1 : I �� . I I MEN TcP OF . . . I . . I ^18 flAVING .. WDEVIWCR� . . 777777U. �� , Y - ZIP BOARD .. ::::%�:�l:��:�:�:�:�l��::��:�:�:..!; I "" 'I 111i"::":,J . + . . . I '�,1, LIFT CORNER OF WINDOW .. ============* I I � +STEPDOWN : `CV) LLJ � IXTIM0. !'�_ b) 00 OPNG. I., � . LLJ I SEALAN T . I M AT ME .+ .:I, I i m.ME CIAGRAIL -------- 11 ., I . I - . I I . . -4 1 H .: .. !�Mt.. I I �: E _<:11 .. :�rt 7�t��'.��- ..:�7�.:...�,..-I.........�.............I1-;::::.:::.::*-::::: . x : .i:�:�:::.- :::."",.,.,.,.:::..:�;:::;.;.:: :;:;.: : X ............. .I 3/4" T&G , . I I . OF . ING, 1 (3) -0�_ I. �::i��I�:��:i��:i�i��.+-�:i*�::::x I . . '. I 11 ;;; - --------- , . I 1' C__.�) i , I 'ji]i�ii�ii�i +, * . SHIM M ADAI T WIVAN TO ACHIEM I I I . +::'3+ __.�4:i�:+ �, 1: : ::::: ::::%: ::: ....... :. ;:-:0::� ':�.-�,.,*,..�, � . - 2X4 WOOD STUDS . . .7:��................ ....... :::::*:::::,::**::::,:�*..,.,.' , :::.:.:.::::�::::.::::::.:�:+:::::::::::::::::::::::::::::::::::::::;::::: .. ,:::;.::�:�:i:i:::::::::::�:�:j,j:!:j��:.:::::�,�:�.��:�:�:��:::::�.:I�:::::::::!:�::�,�:��j:�:�:.:.:,::.*: . . ::::t.........�.......... . *��;��...",��;��i ,*;::::::::::::::::::::::::� ,iii��i��i�i::i�:�:i�:,:+::::.i..:t'. . PLYWOOD FLOORING- ".. .�......�. ::�i��ii�i��:�:�:i:.�:-::i��:��.�.� i - ...... .:-::.:1: I.�..I......�........ .X . ,.o....+...�-,+ . I . co Fzr� . iiiIJ. ,!,-.0-��,!�W. � PLUN),AND LEVEL COPIDITION. UK CORROSION -.....::::::::: ::��i�'. . �ii��:��i�i��iii.. . a FjAjN. FASTEN WNDOWS M I .. .. :I......:..I .. .. ..I :.:%::::::::,:::;.::�:�:i:i:::::::::::�:�:i"i:!:�j��i:.i . -.:��i�� @ 16" Q.C. (D RNMOTA MIDI SPECRICATIMS. .. i:�:�:�:�:;::i:��:��:ji�:iii:::i:::�:::i:::i:::i:��i:��:ii:iii�i��j ................ . I ....��i�i�i�j�ii�i�ii' : :+.+�:,.;.��':.%..+� � I . I I I I .- '+ " *%:.-..�.� �=I , ..: .... �:.'+w I . - .�:��iii�::::::::::,."::::::�:j:!'�:�:::��::��:��:�:�,::�I - - . . , - i�'..-:�ii�iii�:��li�� 11, . FIN. . 2X4 SOLE PLATE �_� �+ I ''.." ........ - : ,� . � . I �.. .. 11 I , -�.. ,. .�. I I .......... :ii�:i�:]:]i,.,��:i��::��:��:�:;,.�:�:i::�:,�"iii��::��i��i��iiii�� ... �OWEATHFR RESISTANT I I .�. I p: - .... . I I FLOOR . I .:..,: : , . ALUMINUM FIASHING OVER BODY BAND Q0 . . � . "... :: I I t � I I I I , . . .��i��:�ii:i��i::�:�� s E . 0 T t 0 N A A I - . I . � .� .....".1. � � -D C . . :.:::......:�:i:�:�;i:��:::�:;: - - - . . . Pri GUL CAMB11MY CUT ME . ��!�'..�'...'.*...-."'....*."..,.,..,....."..,...+.."..'..-'.-.., . - - . BARRIER ON A NAGMAI MENTLY RAISE WE � .. . . AN . -:::.::.-:-,:-,-. . . I . I . � HARDI TRIM ASSEMBLY Cy __-) I .:.�.......... :::;:. :-�- ;. ............ - - - -. - -- . . . I . .1 . . : . ..*..-. : ::*.* : ; ::, , *% :: : : . ,:�� ::.::.*.�;::j:j:j:j:, '** " , � . I . - %. , ... : : : . , : "...9 , - - - � ;:-:I' , . %....�: ......, ,:� - .:::: .- - . ,:. . .: .. . . I 1. � .. -:11".It':i :'.J'.'. " . i . , ,%-- .1 ,.�:. ...... ... . :. ::tl:::: ,: : : 14 ' ' L a. 'A:4 + ::::��:�:::::�%j:�:�:::��::�:..,j; ;*-. , � ---q cy-:) �_� . �1 w��WR�� DtAKME I TOI,COMERS ANu MTER To ME vtuam . .:.*X E MIT SURFACE = .,�..........::�:::�:;,.��'.-��: :� ,.::::4 . .� .% t ....,....+,.....,. - .. 1. : �"�*b . 1. - . . ......I,. . ! . ASOM ............. .K+X.+:+_9' G ,.,,*..'.,.** -0,--�*. �+:::: + *:: , -*+ + + -.' .. ...;, .� .. ; ..... I s�:�:::�:::+ -.%,.:.: ,; :,. .,i�ij-.. -+ ;.:;+ �.-. - - -:��iiiii�..,. � � -:: ,+::::::::::::-::::: ::.�::":. : -� .. .... - ,", 1:�' : " . . ..... - . I , '':::::::::::,:::::*,,,,+:::,.+.:!.!:: %:.. , 4*,*..'.'..',*..*.-..'*.'.-*.'.�,.,.,.,::,,. " � X: -... NM . ...........�.--1.--`.'.-'. : - -:% . -i��..:�++'*..'�:..,.+,.",....,,�� t...:.:..�.:.:.:...!.��i�i��*.,.��i��ii��i��,.*. .- -...� . . I I � . . E-----i ... I. .........� .1'. .. :.1*�-.,%.:,,;:� :�, ::...... - v I . . . . ENG. FLOOR SYSTEM, SERIES, I NO WAS.REQUIRED 0 QM.U.IDNEMOR - ... .:. .�*:'.: . .:. I . � . . .. . -PIATE-- I ...I......... . %,�::..*:6 ��+,��+..+,...",*.-.'..-'.",.i�i�� ..."'.4,*1'..".."�: -.1 � . I _ � � . . .. .1 ... .. ..... ...%. .. - SIZE AND SPACING PER I . .+ ... . . I . . % ::.*.:.:,:::..:::;::::::''::::: . � � . . . TOE OF I . M� % I ::-.-..-�.---++---.-.�-.` � � I . W..............*......".., - I . + . . MANUFACTURER'S . - � � I I . - . I . I I I . I . . � . . I (2) - I SPECIFICATIONS �� . . ��;�p I � � . I� I . . . . I . . . I I I . . I I I I I . . I . � I _t:::I1 . I . I I � - I . � . . I I . . . . I � I . . I I._� . . � I � . I . . . I � . .I WRAP WIRE . I � . . . . . . + SCREW SYSTEM . OVER I LAPPING HARDI-MATRL. : _e=� E----4 I � . I INTO GPNG. . I I / I . I . I . I I . I -MIN. � I � I __� 9 + I I . I . . I RAILING TO RESIST 200 LBS. . (1) . I _<:� . . I PER SQ. FT. I I 0 . / . . I . I � I . 11 . I . I . . . 11 . . � ZIP BOARD . I - I I I . . . . . HANDRAIL 1 1/2" TO 2".DIAMETER � 12" .1 . . � . . . . 1 6 I � I / !,_� . �� . . . . I � �� 11 GABLE END TRUSS .. � .F-- � / CELLULOSE WALL + � � I . - NEWEL POST, . z 11 I I 01 . . I . I . � SAFETY TERMINAL, . . I . "I I I . uj I A - . 2X W,90D STUDS 11 I __ - . � I "I v 10 U.u. I I � . . . . VOLUTE, OR TURNOUT � I I I I I a cj i . I . . . � � uj . . I � I NOSING I . I I uj SCREW SYSTEM � � . I �. � I � . 11 . I I ! . I . . I I In . . I I I ; I I I � . � 00 . . _c!:::� : I . I I . 4" CONIC. SLAB w/ . i I "_� � . I I � I I I . ,� ft . . . . . I . .. v I P.T. 2X SOLE PLATE I . � . i 3/4" PL � VISQUENE . . i 1100 ) 1_� . I I I . . : \ SUBFL D � I .. .# ## . . I � . I � I I . ; Lo 41 WEATHER RESISTANT BARRIER MB I - I I � � � to . I + * I -DIL I L WRB I I L L . � � 1/2" 0 ANCHOR BOLTS � I : I s . *4 + OVERLAPS THE 56 FLASHING TEMPOR FIN. 7 � * OVIE BOTTOM -,/ �-MODIFIE6 �,r . ,ARILY TAPE UP TOP FLAP INSTALL VULKUM AT THRESHHOLD I WRB % I REM . PER MFG. INSTRUCTIONS. I . . . . I � I I 1 WRB FLAP CUTIN WRB . INSTALL DOOR, SHIM,DOOR TO LEVEL FLOOR . \ . SPACING AS REQUIRED ... . . � I I � . � . I I . / CUT AND FOLD 5xS FLASHING � I . PLUMB AND SQUARE DOOR TO OPNO. � ' - - ---.-.- . I r I I ,�WOOD TR .. -7 'f Z---,7-.,--.--7-7-7:-------------- �-!t- . �, S . . I I TO FORM KICK-OUT AS TO SHED I . - . A. ..: ..,. - .� . I *, .. I � STAFF I AND RISERS I I . I I . a � WATER AWAY FROM HOUSE . . I . I I ,�/ ,�/ ,� I I . A !, . .. . 1 F"77 . , , / � 11 . I I . ' , I/ �\ . ?'Irj1z5hED GRADE . CHECKED BY: . . BEAM - I . . . ��\11� ,\�,� N - I -_ . � I - - ; - I (�) (�) (�) - N N * ... . , � I � I I I � � I . \ V/ \ I . I . STRINGER ±7.75" ;7- - . 00 I SEE I - = I I _1//1 V/1 '�/X I I . v I) 14 .1 I WIRE * I ELEV - ERIERM . . . 1\ I ;.,: I i . I DATE: : . , I I I . % * . 1111111111111111111 I - . .1 GAP .. ___ 1 . I . 10-.1 � I I I . 4" MAX. __ �t 10A% �___ I I DO I I I - . j; : , 6.23.15 1 . I - ±7.75" 6",MAX. GAP I >-, n I MTL. ROOFING %Aaft.wo 010 N%% I I no a 1111 . � % \ I� .I ... Iz /N I 11 I. . � . - I I � . I SCALE-. . 1/4"=11-01$1 I . . . 11 PER SPEC. -----� %O �56�FLASHING . . I / I/4 / I I . I . I I I "I >. HOT. PER SPEC. ___�_ KICK-OUT 00 � go 00 CLEAN, WELL COMPA TED, , ,\\ I JOB NUMBER: � I 2x4 PT. . � � 0 I -7 1. WCHED WATER . TERMITE TREATED F . \ I . I I I I . x , I iI I . I I I i . I j METAL DRIP EDGE e . I I \ I . I . I REVISED:. I I I . . . 1 I I I I I . � I . I I -_ r FASCIA I % 40 WRS .0 0 1 .I L . I I I I I I I , I I � APPLY JAMB.FLASHING TO BOTH SIDES APPLY HEAD FLASHING, EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL I � . I FIRST FLOOR TO SECOND FLOOR . I . - I � I . OF DOOR TO DOOR FRAME TO WIRE BEYOND DOOR ROUGH OPNG. - CUTIN I WRB WITH SHEATHING TAPE I � .DWG NO: . . . � . I I EXTERIOR FINISH EXTENDING 8\," ABOVE DOOR ROUGH � I I STAIR DETAIL � - ' I OPNG.. I . I � 1 . I .. I . TYPICAL 'WALL SECTION 11 I . . . I . I . I . I . NERS : I . : . ; : : : ::, : ... :.. I : . �. 01 : .. : .: . ::, tir .1 I :1 . A .. -1 I . : ._ 4-. I � � , .. , h 7 EE P FLAMING . L_Q4_W_A T c � ALAN I . ; I - I FI! n , , - : : - , - :i, .. I FFc4 --- , ::fl I I I . . A .. I 4 I * : . : . . . .. . . FLASHING I ";;� x�l . I . MAIN . RAILING DETAIL � I OTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH AND FLAT NTH A J-ROLLEFL � � . . ) � . . . . I I I - . I _sc=�- I I I I I � SCALE: 1/4' = 1-0)l � . I . . ' SCALE: N.T.S. - I . GABLE HIP RETURN FLASHING SCALE: NTS EXTERIOR DOOR ELASHING . . SCALE: NTS I I . . � ... . . . I I I � . . . I . 1 I . I . 1 1 .� _j . � � I . � . - 1 . . � � . I . .� . I �� - . 1 . I .... � . A5 OF 6 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 . I I � . I � I - . -,.-- - � ---I-------- - 11.1 - - I ___._ . _____ ____ __.- - - __ - _ __ I--- - I- _� __ . - i I 11 I E -ECTRICAL LEGEND , LT THERMOSTAT IIOV DUPLEX RCPT.. (D PUSH BUTTON TO SWITCH 0 OWNERS 0000 CHIMES SUITE NUMBER INDIG. HGT. A.F.F. SPEAKER 110v I SIDE SWITCHED INTERCOM STATION z To FLOOD LIGHT INTERCOM PANEL Z. 0 REAR IN SOFFIT WEATHER PROOF OUTLET, I Twp (D VOLUME CONTROL 1. 1 B. M 110 FLOOR OUTLET 110v OUTLET ON GROUND TWO WAY SWITCH ...................... . p ........ ---—_ - - - :: FAULT CIRCUIT .. ....=='.= .=f-If=1=1==.==--- .. TOM .......... ........... ....................... ................ 6 I 220v OUTLET 3 THREE WAY SWITCH - ------------ ............ ......................11....................... .............................. V / GARAGE D009 OPENER ......................... 00 14 FOUR WAY SWITCH ........... ............... TD DEDICATED OUTLET ...... .................. 7 0 SWITCH w/ DIMMER HIGH MTD. . ..... .. ... .. ..... JUNCTION BOX ........... ................... .................. ............................ .... V SEC. CAM. F" EXHAUST FAN OUTLET .......... ........................ .......... ........... SWITCH IN DOOR JAMB * 1* ** 1.........:............................... ......................................................... Ij .......... .......... EXHAUST FANLIGHT Op CEILING FAN PRE-WIR9 z v CEIIING MT'D LIGHT t" FLOOD LIGHT WALL MT'D LIGHT C21 co CEILING FAN RECESSED LIGHT o -------- C\2 RECESSED EYEBALL co co CEILING FAN/LIG HT El- RECESSED MOISTURE + c> PROOF LIGHT co WALL SCONCE TRACK. LIGHT 0 C 2ND CONDUIT v TELEPHONE OUTLET r-= PANEL co 7FC 11 '1 V' .................................................... & EL�CTRIC c\2 Z (1) 66 TELEPHONE MODEM LINE TE19PHONEn o6R ounET t-4 (I.......... v CABLE TV 2' x 4' IFLUOR. FIXrURE 3/12 OUTLET r VLT. z ----------- N14 CARBON+MONOXIDE/SMOKE DETECTOR 0 CLG. A 0— ALARM KEYPAD 10" x 4' FLUOR. FIXTURE 0) JV C\21 .............. SECURITY CAMERA TUBE LIGHT A ,N \\ I r_� \ , I J)DISCONNECT ---------- . \\ \\ I I% \ \ I LOW VOLT T 3VjI2 1 1,1, \ \ 1 -1 z PANEL 7' mj� LT. F_ F. 0 CLG. A T T E , N T 1 0 N I ALL PICTORIAL REPRESENTATION OF FINISH MATERIALS z ARE SHOWN AS REFERENCE ONLY, PER .BUILDER STANDARDS AND ARE SUBJECT TO CHANGE PER AVAILABILITY. . AHU 77 HB. It D sl BI f GF I qp -D Cy L__� J -------- ... Cy-D D _Ik�\, 9= ELEV. NOTE: dGFCI .................... .......... I GFCI0j I PROVIDE ELECTRICAL------ C\2 .............................. ........... C/D & LOW VOLT PROVISIONS T_ -6 I\' :�� r--I _(� v.. ... .................................. T FOR FUTURE ELEVATOR Cy�D . ........................11 PC] . ............. .. —HIGH MTD. ........ ......... .... SEC. CAM. .................... & OUTLET, if x T. mmmummm an m a t T � F_-I GFCI A G C1, _c It ....... GFCI Ir LJ rm PENDANT LTS, (3 PLCS) 4 -------- ---------- z ------- ---------- -------- CXD Fz4 A A C) It mot,- z BRACE -D 11 EEC Cy SWITCHED -D JUNCTION cy LANDSCAPE L IGHTING_Q ------------------------------------ ----/---------- 118x70HD E-, .............. ............. ............ ........................ 77�*.* :1 ................. ............... , I .......... .... ...... ............... ... .... ------ IG ........ ...... ................ ............. ............. ..................... ...........A ......................................................... I % .... ...... .. ................ .................. ...................... ............. ........ ........ .. ... .... .. 11............ ............... ................... .................. T MTD 1. GFCI 4 ................. ....................................... .... ...... ............................. ........ .................. ................. GFCI T ' T .. ............... .............k .......... ............ . .. .... . . ........I . \ ............... ......................................................................................k................. ...... HB........... ............ .... .. ...... .... ....... ..................... ............. ......... ............... . .... . .......... ... .1.1.1 - 1: -....... - -, " ,, '* * " **, ....."T 11 ..............I......... -------------------------------- .............I................................ ... ........ ...... ................ ----------- . .. ... .................................... ::............ ............. ....... ...N .................... J......................... ....... ................. ... ... ............. ............................................ ......... ............... ...........V................................... ............ ................... . ............. ......./ \ ................... .................W�.........;;�-- .. ................. .............................. ................................................... ................... ........ .................. ...................................................... .... .... .... ........... ................................................................. ...................................I............... ... ................... ....... ........ .. . .. . .............. ... ..... ....... .................................................... ............ ......................11.1 ....�'t....".1 ===11 ....................I I I ..................... ................. .................. .............................. ---------...... .. . .. ... ............. ......................................... ----- --- ------------ --------- __7------------------------------------ 7. 7_ ................................... .... .. ....... ............ .............................. ... ---------- ...... 1. 7.7�.7,7.7 7.,�.. ... ---------------------------------------- IDRAWN BY: STAFF .1 CHECKED BY:. --------------------------- I DATE: ---------------- 6,23.15 N D 1 0 0 R I S T F L 0 R SCALE 1/4"=1 0 JOB- NUM BER: x I C A ME L E C T R I C A L PWG NO: Fr� I td Mali 'L, A NM A6 6 OF CITY OF ATLANTIC BEACH RESIDENTIAL COVER SHEET STRUCTURAL ENGINEERING 1.0 GENERAL NOTES A; It Is the intent of the Engineer of Record that his work be In ccinformonde with all requirements of the authorities having jurisdiction over this type of construction and occupancy. Ali contrdotore are responsible for the means and Methods of constructing and sholl do their work in conformance with all oppiltable codes and Z 0 regulations, 1,_ B, The contractor sholl verify oil conditions and dirribriBlons at the job site prior to commencing work. 0. C, Contractor shall supply, locate, and build into the work 611 Inserts, anchors, angles, pldtas, openings, sleeves, hangers, slab depressions, and pitches as maybe required Z �Qci2 1 to attach and accommodate other work, U) D, TIlese documents, as Instruments of service, art the property of the Engineer of Record deal may hot be used or reproduced without expressed written consent by the UJ Engineer of Record, L E, A14 details shall be In accordance with Instructions from manufacturer or designer. DESIGN SPECIFICATIONS STRUCTURE HEIGHT NO. OF STORIES F, The owner shall provide controc,tor With a soil Investigation report and analysis. All requirements for site preparation and soll compaction specified In the $oil report > shall be followed unless additional more stringent requirements are specified. Notify Engineer of Record if ioundatloh conditions encountered differ from soil exploration Ld . DE18IGN CODES: imformotlom made available to the contractor. X 2010 FLORIDA BUILDING CODE (r8C) - RESIDENTIAL, ASCE 7-10, 2005 MAXIMUM HEIGHT OF STRUCTURE (FT) 28 G, It is the contractor's sole respotisiblitylto determine erection procedure dind sequence to ensure the safety of the building and its component parts during ertction. H, Contractors shall be responsible for all temporary bracing that Is required during construction to keep structure soft and plumb until the entire structure Is In place. NDS, ACJ, ATIC� AWPA, APA, ICC 600-08 NUMBER OF STORIES 2 BPocIng shown on structural plans is foe completed structure only. 1. Design,is void after one year from original date. . OCCUPANCY: RESIDENTIAL GROUP R-5 (ONE- AND TWO-FAMILY DWELLINGS) J, Do not scale. Use dimensions from architectural plan. K Submittals for this project are reviewed only for general conformance with the design concept and general compliance with the Information given in the Contract . DESIGN LOAD$: Documents, It shall not include review of quantities, dimensions, weights or gouges, fabrlootlo6 processes, construction methods, coordination of the work with other 8 trades, or construction safety precautions, oil of which are the sole responsibility of the Contractor. Review of a specific Item 0all not Indicate acceptance of on 8 LU co 2 1- oiserribly of which the Itern is a component. The Engineer shall not be responsible for any deviations from the Contract Documents not clearly noted by the Contractor. Z 0 Z0 RQOF I�U(.:a- 10 MATtRIAL SPECIPICATIONS 0 ILL 20 PSF TOP CHORD 03 co U! ILL 0 P$F BOTTOM CHORD TYPE OF CONSTRUCTION CAST-IN-PLACE CdNCRETE: sholl have a minimum design compressive strength (ec) of 2500 0sl at 28 days unless noted otherwise. All footings sholl have a mlnimum Z mj � 28 days. All concrete operations, including but not limited to mix design, mixing, transporting, '.placing, reinforcing detailing design compressive strength of 2500 psi at -05, " Specifications for Structural Concrete for Buildings". DL 7 PSF TOP CHORD TYPE V-B and placing, curing, and testing shall be done in accordance with the requirements and application of ACI 301 L) q DL 10 PSF BOTTOM CHORD CONCRETE MASONRY UNITSt shdll be hollow Unit masonry in accordance with ASTM C 00-Oa "Hollow Lotid-Bearlirg Concrete Masonry Units" and shall have a minimum net U) SE irao compressive strength of ZOOO psi when using type M or S mortar (AsTM C 270-08). In accordance with ACI 530-08 "Building Code Requirements and Specification 0 a UNPROTECTED for Masonry Structures', the 2000 psi block in combination WIth Type M or S mortar provides a design cornpreisive strength (f'rn) of 1500 pal. RQOF CW. YgNJIONAL FRAMINQ: GROUti shall be In accordance with ASTM 0 478-08 and shall have d maximum access aggregate size of 3/8" placed at am 8" to 11" slump and have a minimum _J ILL 20 PSF RArTERS UNSPRINKLERED specified compressive strength of 2600 psl at 28 days When tested In accordance with ASTM C 1019-09, LL 20 P�F CEILING JOISTS REINFORCING STEEL� shall be In accordance with ASTM A-615-08 minihnum Grade 40, and donfdrming to ACI 301-05, ACI 315 ("Manual of Concrete Practice"), ACI 318-08 ('�Buildlng Code Re4ulrements for Structural Contests"). and ORSI Manual of Standard Practice, 2000. DL 10 PSF RAfTERS STRUCTURAL STEELi ASTM A36-08 and conform to AISC "Specifications for Design, Fabrication, and Erection of Structural Steel for Buildings". DL 10, PSF C5,'ILING JOISTS STRUCTURAL PIPE AND STRUCTURAL TUBING! shall be AsTm A5oo-07 (Geode b). WELDEQ WINE FABRIC (WWF)t shall be AtTM A185-0. "o%-3 3 N I Ei;�J�0160. DL 30 PSF ATTICS WITH STORAGE ANCHOR BOLTt AND THREAbED R008: shall be In accordance with ASTM A 307-07 or ASTM F 1554-07 Grace 36. ...........4r) 0. >, 0 WASHERS: sholl be in accordance with ASTM F 436-69 Grade 36. .% e- DIL 1Q PSF ATTICS W/O STORAGE with AS " A 663 Grade A Hex. NUTS: shall be In accordance TM ANCHORING ADHESIVE: $hall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY): FLOORS Simpson $tranig-Tle Co., Product: Epoky-Tle SET 4PA A. LL 40 PSF TOP CHORD Simpiton Straing-Tis Co., ProdUct: Acrylic-ris AT dA1 0) LL 0 PSF BOTTOM CHORD METAL CONNECTOR$: All metal correctors Which are exposed to moisture shall be galvanized (ASTM A 153-05), Z-MAX, or stainless steel. 2.23 WOOD DL 10 P$F TOP CHORD A. All wood members exposed to weather or in contact with masonry, concrete, or soil sholl be pressure-treated. '0, 0 DIL 5 PSF BOTTOM CHORD B. All framing anchors and connectors shall be Simpson or equal, C. All prefabricated structural trusses shall be certified bry the truss feanufacturer's registered engineer. FLOOD ZONE: X 2.�324 FASTENINGS All framing anchors and connectors shall be Manufactured by Simpson or equal unless dithetwisd noted. All metal connections and fabrlcdtions sholl comply with AISC speelflootloi4s. Noll fasteners sholl 'be common halls UNO. 2.2307.1 SILLS ON CONCRETE Where Mile on concebte dre Usedi typical anchor bolts shall have d minimum diameter of 1/2" W/ 2x2x3/16 minimum washer and a minimum embedment of 7" In concrete. Anchor bolts are re4ulred at the following locations: A minimum of (i) orichoe bolt sholl be provided Within 6 to 12 Inches of each end of each plate and a Minimum of �2) anchor bolts per plate. Arch or bolts shall be located within 12" of corners and openings & at maximum spacings of 480 oc. 2.230'1,6 SUBFLOdRS Where swtiflooring Is Indicated in these plans use 3/4" T&G plywood glued with a construction adhesive and fastened per FBC - Residential Chapter 5. WIND ZONE INFORMATION COMPONENTS CLADDING PRESSURES 3.0 CONSTRUCTION SPECIFICATIONS Cf) LLJ 3.18 FOOTINGS AND FOUNDATIONS I— A. Footings and Foundations shall be in accordance with rBC - Residential Chapter 4. This design has been completed in accordance with pertinent standards and 0 acdeptdd engineering design procedures, and Is based on the best available Information at the time of completion. The design Is Intended to minimize differential Z NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, movement resulting from the heaving of eXpdhSIV6 solls at settling of subsurface soils. It must be recognized that foundation comporienta will undergo movement, Any AND IMEETS THE REQUIREMENTS OF SECTION 1609 OF THE Z010 subsequent owners shall be appraised of the soil condition and advised to maintain good practices In the future with regard to surface and subsurface drainage, framing EDITION OF THE FLORIDA BUILDING CODE WIND ZONE INFORMATION F8C 2010 of partitions above floor slabs, finish work above floor slabs, etc. < B. Footings shall bear Upon undisturbed soil or upon soil compacted to a minimum of 95% of Modified Proctor Maximum Dry Density for a depth of (it least (2) feet ry THIS BUILDING IS NOT LOCATED IN THE I WIND BORNE DEBRIS REGION below f�5otlrg. brit and other deleterious materials. Fill shall be compacted to a minimum of 95% of Modified Proctor Maximum C. Fill under concrete globe shall be clean, free of do COM ONENrS & C[AbID10 PRMSUR5 Z (PSF) Dry Density (ASTM 61557-01). D. Fill shah be treated with termite protection before slab is placed or Borate applied to wood framing above slob. N, SIH INTERfOR ZONESIEND ZONES E. , A concrete ;Iab�-on-groda used In conjunction with the exterior stonewall foundation, shall hove mintehurri 6x6 W1,40A.4 welded wire falar IC (WWF) or fiber reinforcement + - + In the elob and the slab shall be keyed into or tied Into the foundation. Z - BULDIN0' ENCLOSED STRUCTURE F. The top of a monolithic sob-on-grade $hall be at least 8 inches above finished grade, The slab sholl have mirimurn 6x6 W1.4xW1.4 WWF at mid-height or sytithatic 0-20 Sf 2S.5 25.6 23.5 30.8 fiber reinforcement, A double layer of WWF t feet wide sholl be provided around the perimeter of the slab for no synthetic fiber reinforcement. C/) G. Vapor barrier shall consist of minimum 6 mil. polyethylene. 0� - ULTIMATE DE81GN WIND SPEED (MPK VUIO 130 sf &0 �24.1 22.01, 27,,8 H. Where subsurface soil condition linformatidel Is not available, founddtions have been designed for a 2000 pof soil bearing capacity. Contractor shall report anydiffering LLJ 51-1 OOsf 21.0 23.0 21.0 25,),6 conditions to the Engineer of Record prior to commencing work. LLJ - NOMINAL DESIGN WIND SPEED (MPH Vasd) 101 3.19 CONCRETE > 100, Sf 18.4, 20.4 4 20�4 A. Concrete and Steel Reinforcement shall be in accordance with FBC-Bulldlng Chapter 19. DO - BUILDING RISK CATEGORY 11 Minimum concrete cover shalf be as follows: Contrei:6 cast againat and permanently exposed to earth 3" ry Z Concrete exposed to earth or weather: #6 - #18 bars 2". #5 bars or smaller 11/2" LLJ - WIND EXPOSURE CATEGORY C 0IMENSfON OF END 20NE IN Ft. 4.0 Conorefill not exposed to weather or earth: primary reinforcement for beams and columns 1 1/2" > END ZONE IS LOCATED AT BUILDING CONNERS B. All continuous reinforcing steel in beams, columns, and footings shall be lopped a minimum of 36 bar dionnoters or 25". whichever Is greater. 0 < - INTERNAL PRESSURE COEFFICIENT GCpi` 0.18 C. Hotizontal beam and footing bare shall be bent 25" around comers or corner bars with a minimum 25" lop (UNO). C) 7) 3.11 MASONRY 1. Masonry construttlorl shall be in accordance with FBC-BuIlding Chapter 21 and in accordance with the Specifications for Masonry Structures ACI 530.1-08. ACI limits the grout lift height to 12 A and requires a 1-hbur Initial set time between like. 2. For magonry cohstructloh, provide pre-cdti: concrete lintels over ah openings (UNO)� Lintelt shall be of sufficient size and reinforcement for the given spon loading coAdItIors. 3.230$ VERTICAL rRAMIN� WOOD Use 2x studs for all exterior and Interior wall$ U.N.O. In these plans. Spate studs 0 16" o,c. at all exterior, Interior bearing wals, interior shear walls, and 0 16" o.c. at all Interior hon-beaelng Walla, < Use SPF #2 (or better) top plates and PT SOF #2 (or better) sill pates. 0 Wall sheaththg shall be min 1/16" APA rated sheathing. ry 3.2308,2.2.1 INTERIOR SHEARWALL SHEATHING 0 GENERAL: I EDGE NAILING Is required at the bottom and side edges of the sheathing. RATED 'SHEATHING: Where Interior shearwall lhdlcdted, underlay with 7/16" Rated Sheathing fastened with 8d nails. Unless noted as above, space nails 0 6" c.c. edges, and 12" o.o. Intermediate. LJ_j I-- :Z 3.2319 ROOF AND CEILINd FRAMING U Ld (.) 1. Roof and Ceiling Framing shall be in accordance With PBC - Residential Chapter 8. Prefabricated structural trusses shall comply with NrPA National Design Z III < Spec'flact...... for W,ad Construction, TPI Design Specifications for Metal Plate Connected Wood trusses. and AITC. All prefabricated wood trusses sholl be fastened to ry heir sopportin Is 0 b me w it hurricane ties or anchors. I. Coltroo or g WO I cc r ed t trust mdhufdoturar to ensure adeouct6 bearing is provided at end reactions of all girder trusses. 2 shol ordind a With M 3. The contractor shall approve fabelcotion and Installation drawings showing size, shape, and layout. 0 3.232� ROOF SHEATHING UJ C) Use 7/16" (specific grovity>0.49 (Douglog-Fir, Southern Plea)) Rated Structural Sheathing (or 4"ply 15/32" COX Tile Roofs) with fastening schedule as follows: ry i-- I Use ft ringsharilk nails 0 6" o.c, edges and 12" o,c, field Interior zone; Una, 00 Z Use 8& rinlDhahk rdle 0 6" o.c, edges and 6" o.c. field perimeter zone within 4 feet of roof edges & either side roof peak; 0 < Use 8d) rinjahchk nails 0 4" o.c, edges and 4" o.c. field at table ends. Z (.0 3.2313.4 GABLE ENDWALLS 0 n Provide platform framing In attic or balloon frame wall studs at all gable ends, _J n < LDRAWN BY DVL D I ATE 06-22-15 5C&E SCALEd FILE COPY UL51UNLU OT DVL REVIEWED FOR CODE COMPLIANCE JOB NO. CITY OF ATLANTIC BEACH 150615 SEE PERMrfS FOR ADWIONAL 0 WAUUWAIIIEMANDCONWIONS SHEEr NO S 1 REVMWIMLILL '14' —10" —15'—6 17'—4 —2'—0 F 12" --16'-4 18" N INITENPEE NLYMPEDW --T! L 7 z rA2 12"00"0W 0 CONC FTG W1 15'-6 7' o"(4) #4 EA WAY 7'-4 uj I TRAM RESESSI J 14' -3" 14' 3" n 't Lo Ld cl� 6"f 1.5" DEEPm, A2 'r17 )7 VA '�k 53 7 G J 32'-10" 53 3'-2" --3 -2 3' 1 0 Lu 0' Lu z 5 -o' — TW , 6 6z 7 MTH:I tkKENI'D FTG 15' �7 z C4 r- 12 u, 0, 1�, wi L 3-0i:v: -A, e- 0 0 01 w 19' 5" r152 6gp 7 1 ca 9 � Z - 4'-0 LL U. 0 H V C3 i CONC. PROVIDE ELECTRICAL SLAB rr TD PLUMBING F4P OVISIONS FOR TURE KITCHEN ISLAND S-9" 3 N I '12" ............ 5'-0 PLUMBING CONTRACTOR Z) TO LOCATE PVC -do. 'y 14'- CHASE UNDER SLAB it ),i-ca RE Z ;p HIS. AS REQUIRED vwr —4 DO NOT DIG INTO GROUND 0 THICXENED FTG DW DBL.SI r a--* tl�G 4" C Xe OK FTG # 11111110% 0 u- 3 �Tj Ix '�k�53 : : 4��4 EA WAY \�, 53 L CATO IN FIELD IS SUBJECT 0 cz N PAORCRIENG 10" 011 �i 2l'-V 0'-0' 'm QN24N24 8 RE C;x8 r��&PNISIIP S R.'D" w CONC FTG WRAPPED �EQR (3) #4 EA AY RANME ��52 I/ I G PLACE FTG 8 EN 17D TREE ROOTS 1E 53 53 Ni EARLY PIETY P 2" 0 S RECOMMENDATI T 7118" 5 -lo"- —2'-8 --4'-4"— 5'-2 43" 11 STOP CURB ELEVATOR—�"� FOR 32 R.O. 4'-6 PEANUT WALL 67 2'-7 L 5 STEPDOWN I i; 1p 8" HD. Ii utv 9" FOUNDATION PLAN NOTES; G L ERB-. 4'-0" 53 4 ADD p AN T 53 WAL TOP F 1. REFER TO FLOOR PLAN FOR ANY �7 ADDITIONAL WALL LOCATIONS AND DIMENSIONS THI ENED < 1z TING FO TING I 2. REFER TO SHEET S3 FOR FOUNDATION 0. CL (A 0 0. 0 SECTIONS AND DETAILS. r152 ry 3. 4" CONCRETE SLAB W/ 64 W1.4xW1.4 1 0 w Ld 53 r-) 0 WWM OR FIBERMESH OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL - TERMITE 4'-3' 'B TREATED, < 4. RECESS SLAB 6" 0 SHOWER & TUBS. z z TYPICLA-L SLA 0 TREAT go 5. 1/2" x 10" ANCHOR BOLT w/ 2x2x3/116" ED FILL 53 PLATE WASHERS AT THE FOLLOWING WELL COMPACTED TERMITE < MIL. VAPOR BARRIER o/ -7) LOCATIONS: FIBER CONCRETE GARAGE A. 8" ADJACENT TO EACH CORNER PEANUT WALL B. 12" EACH SIDE OF WALL OPENING v C. 4'-0" o/c EXTERIOR BEARING WALLS LL D. 6'-0" o/c INTERIOR BEARING WALLS. 6. CONTRACTOR TO NOTIFY ENGINEER OF D2 RECORD IMMEDIATELY IN WRITING IF 5 3 < DISCREPANCIES FOUND BETWEEN FIELD 6' NIVII C) CONDITIONS AND ENGINEERING PLAN, 1 1 6'-6 Lot" --18'-3" '0 'm SEE TYPICAL GARAGE NO CONCRETE GARAGE OPENING PEANUT WALL FO DETAIL FOR ON PORCHES RECfSS OPNG FQ 18'x7' O.H.D. ,C STHD14s -+HB. i"D REC 0 O.H.D. I I -41 INTERIOR BEARING WALL SEE TYPICAL 10"X107 FINTSH SQR, LLJ COLU: 11 PVC U Ld 3'-2 12�x24"x24" CONC GARAGE OPENING WRAP ENEER (TYP) S-2" Z LiJ < PTG W/ (3dR#4 EA DETAIL FOR 4 -0 WAY TYP ONT STHD149 LJ 0!� Lij lop, PORCH m V) c/') z LLJ UTLINE OF 10 , 20'-6" 10" ry INISH S21i f-lo" 00 z P.T,Pw(pu mracmm R4 COLU U < Pvc WROM ABU POST Ducm 21'-4" z (.0 ft mum#k4mmum- 0 n P.T. ME 34'-10" < mm&mm CORL Pam la. mmin ON T. PAVZ=ORMAT SUM #4 HERO CONT. DRAWN BY DVL POST DETAIL MONO PED. FOUNDATION PLAN CA SCALE: NTS 06-22-15 p 1 /4 SCALE FILE C"OPY SCALE DESIGNED BY DVL JOEI flNO 150615 NO [772:1 LLI G" WIDE MAX x G" HIGH MAX z TOP PARAPIET WALL MAIN 0 FLOOR EL r- CL 41,CON R?TIf SLAB W1 GxG -4" CONCRETE SLAB W1 GxG 0 W 1.4xW 1 .4 WWM OR, W'I 4xW 1 .4 WWM OR V) LLI FIB �Mff5h -4"CONCRETE SLAB W1 GxG Im MIN W 1 .4xw 1 .4 \&WM OR 4" CONCUTE 5LAB W1 GxG FlBffpmff5m -A- W 1 .4xW 1 .4 WvVM OR LLJ 8.1 MIN V VA�j IIES MIN 4�: Av "A 4� 12" ..Yy x —1 01,BARRIER Xx/ VAPOR 5ARPIEF 12" MIN 'X VAPCP 5APRIffP ,Y: VAPOR BARRIER b (D (2)#4 CONT FOP,b= 12" (1-STORY WALL) A 1 (2) #4 C ONT FOP,b=1211 (1-STORY WALQ 51 (2) #4 CONT FOP b=1211 (1-STORY WALL) D 1 (2)#4 CONT FOP,b=12' (1-5TOPY WALQ H I z b (3)#4 CONT FOP �= I G" (2-STOPY WALL) A2 b (3) #4 C ONT f OR b=I G" (2-STORY WALL) 52 (3) #4 CONT FOR b=I G" (2-STORY WALQ D2 b (3)#4 CONT FOR I G" (2-STOPY WALQ H2 X Lu In Lu 0 Z . 0 < Z OR Q z —NNTERICK MAKING 1`00T(NG EXTERIOR GARAGE fOOTING INTERIOR MAKING STEP rA EXTERIOR MONOLITHIC fOCITIN r5 — (�D� (�H� SCALE: 3/4"= '-0" SCALE: 3/4"= 1 '-0" SCALE: 3/4"= P-0` SCALE: 3/4"= 1 '-0" w w w o t; �'k 0 Po Z 4"CONCRETE SLAB V,// GxG z A-0-k W1 ,4xW).4 MIM OR -"Off, is 5"x8"x I G" CMU BLOCK wl(1)#5 V) DOWEL STANDARD HOOK 4 LAP GROUT ALL VAPOR BARRIER TYP BAR 251 MIN @ 45' o1c CELLS 50LID 0 2 U 00 5" CHAIR BLOCK Wj (I)#4 CC NTINLJOLJ5 4"CONCRETE SLAB W1 GxG 4"CONCRETE SLAB W1 GxG W 1 .4xw '4 Yv`WM OR W 1 .4xw� .4 WWM OR 41'CONCRETE SLAB W1 GxG W 1 .4>(W 1 .4 WWM OR fiBEPVffsm < 6"xb"x I G" CMU BLOCK W1(1)#4 IN GROLJ7ffD GELL @ 45' o1c wl STANDARD HOOK* 25" MIN LAP 8 v 'X W1 WALL REINFORCEMENT A Atb mc-4 MI R POR.BARRIER VAPOR BARRIER W/;Iz \:VAPOR,BARRIER 12" 1 12 t > (1) #4 CONT 'o (2) #4 CONT FOR,b= 1211 (2) #4 CONT FOR,t= 10"; �=20` (I-STORY WALQ L 1 (3) #4 CONT FOR �= I G" 11 (2)#4 CONT FOR, 1211 (1-STORY WALL) A I (3) #4 CONT FOR t= 12"; b=24` (2-STORY WALQ 1-2 b G XG" BRICK LEDGE b (3)#4 CONT FOR I G' (2-STOPY WALL)A2 cn W1 (1) #4 BA� CONTINUOUS —N�EXTERIORSTEMWALLf OTING (�M�EXTERIQR MONOLITHIC fOOTIN (�A�5 < C3 LIE SIOR MONOLITHIC f COTINg W1 ERICK LEQGE 1-- z rT��TURNED DOWN EDGE FOOTING SCALE: 3/4"= 1 '-0" ��3�SCALE: 3/4"= P-0" �3 SCALE: 3/4"= 1 '-0" Ld 0 vi SCALE: '/4"= 1 -0" a_, Lij z 0 1-- < cn U z z 0 2xG PT PLATE Wl D 1/2'x 10-ANCHOR BOLT 0 OR THREADED ROD LL- PEP STRUCTURAL PLAN 1-4" CONCRETE 5-AB W/GxG < W 1 .4xW 1 .4 W\A M OR '15ERME51-1 G"WIDE MAX x G" HIGH MAX TOP PARAPET WALL MAIN -tA FLOOR EL I I Lj-I VAPOR BAPRIER 4"CONCRETE 5LA5 W1 GxG Ld U) z I W I .4xW 1 .4 WWM OR LJJ NOTEt BECAUSE OF X GROUT ALL fII5ffplMff5H 4" CONCRETE SLAB W/GxG LJ W 1 .4xW 1 ,4 WWM OR TREE ROOTS, DO NOT 0 CELLS 50LID ffI5EpMff5H Z LJ < DIG FOOTING INTO FILL U 00 8" CHAIR 5LOCK WY LJ ry LLJ -4" CONCP ETE SLAB W1 GXG U') (1)#4 CC NTINUOL)5 W1 .4xW� .4 WWM OR 0�1 - — 2 m F15EPMESH cn x < 8"xb"x I G" CMLJ BLOCK W/(1)#4 X LJJ -7 UT=D CUL @ -48"c/c wl 5TANDAR) HOOK$ 25" MIN LAP 12 MIN VAPOR BARRIER 8" IN 00 z o " vV/WALL REINFORCEMENT X�l XN X� VAPOR BARRIER 0 VAPOR BARRER < X (1) #4 CONT (1) #4 CONT (2) #4 CONT FOR 1211 (1-STORY WALQ A13 1 0 N t G"xG" 13PI-K LEDGE b (3) #4 CONT POP I G' (2-STOP?WALQ A132 < W1 (1) #4 BAR I CONTINUOUS DRAWN ErY (2)#4 CONT FOR t= 10"; �=201' (I-STORY WALQ LG I —NNTERICIP, NON-BEARING STEP DVL EXTERIOR GARAGE ffOOTI NG W/ BRICK LEDGE rE b (3) #4 CONT `O��t= 12"; b=24" (2-5TORY WALQ LG2 1\'L3�5CALE: 3/4" 1 -0" SCALE: 3/4"= 1 '-0" DATE (�LG�EXTERIQR, 5TEMWALL ffOCITING AT GAKAGF 06-22-15 rG TURNED DOWN EDGE ffOOTING SCIME SCALE: 3/4"= 1 '-0" SCALE: -3/4"= 1 '-0" SCALE FILE Mi"I DESIGNED BY DVL 408 NO.. 150615 S3 0 sw SW2 (3) 1.7501.25 LVL (2) 1.75xll,25 LVL-3/3 BUILT-UP 64 SYP2 Lo cq PT POST W/ ABU BEAM TOP OF WAL z x 0 Lo r- BEAM TOP OF WALL rn STRUCTURAL PLAN NOTES, V) uj SDWC SCREW UPLIFT SYSTEM 1. STUD TO SILL PLATE. USE (1) 4.5" SDWC SCREWS 0 32" o/c. (2) 1.75x7.25 Li 2. STUD TO DOUBLE TOP PLATE. USE (1) 6'� SOWC SCREWS 0 32" 0/0. x 3A. WALL OPENINGS 3'-l" AND GREATER (UNO). C14 04 USE (1) 4.5" SDWC SCREWS PER JACK STUD SILL PLATE & (2) 6" CN C4 SDCW SCREWS PER JACK STUD TOP PLATE. x (2) 2x8 -1/2 3B. WALL OPENINGS 3'-0" AND LESS. NO SCREWS REQUIRED (UNO). w V� g < z BUILT-UP 40 POST 0 4. SHEARWALLS. SHEARWALLS ARE SHOWN. APA RATED 3(6" z 1� W �2 r- MINIMUM STRUCTURAL PANELS INSTALLED W/ Eld NAILS 0 THE w ulg FOLLOWING: Lu SW ! 4" o/c EDGE$ 6" o/c FIELD 6 > 0 SW2: 3" o/c EDGE$ 6" o/c FIELD Lo 5. SHEARWALL HOLD-DOWNS 'o SHEARWALL CORNERS. STUDS TO FOUNDATION W/ HTT4 x Lo HOLD-DOWN. b. 2ND FLOOR CONDITION. STRAP STUDS TO FLOOR BELOW W/ ZZ BUILT-UP 44 POST (2) MSTA36 STRAPS. 6. PORCH BEAMS TO POST W1 (2) MSTA24 STRAPS. Lo to% )a3 3 N 1ptf 7. NOTE: ALL METAL CONNECTORS EXPOSED TO MOISTURE SHALL BE x STAINLESS STEEL. LOCATE POSTS PER SPOT F001INGS & MAX DISTANCE *0 to BETWEEN POSTS IS 10'-0" too., 0 or I C-4 c� - ip. VAk. gcIl- HE6DER BEAM CALL—OUT LEGEND ........ cli oa c� C4 x BUILT-UP 6x6 WHERE: C4 BUILT-UP 44 POST SYP2 PT POST W/ x (2) NUMBER Or PLIES IN HEADER C14 ABU66 2x6 SIZE OF HEADER MATERIAL 1 NO. OF JACK STUDS EA SIDE OPENING cq 2 NO, OF KING STUDS EA SIDE OPENING ink a. cli x 1-z 04 sw 04 x C14 04 LEGEND 1 (2) 1.75xll.25 LVL I cq SHEARWALL SEGMENT C-4 v >71 SHEARWALL HOLD-DOWN 0 04 C4 BEAM CA TOP OF C-4 81.111ILT-ILIP 40 POST I WALL x 04 C14 WALL HEIGHT$ FOR: d N6 0 12" o/c WALL < z 130 MPH (Vult), ENCLOSED STAIRS BRACE WALL (2) 2xlO -2/2 _j BRITTLE FINISHES L/240 A n STUD SPACING GRADE SPECIES MAX HEIGHT 2x4 16" 0.0. #2 SPF 9'-1 1/8" Lij 2x4 12" o.c. #2 SPF io'-i 1/8" < 24 16" O.C. #2 SPF 13,-7 1/8" 2x6 16" O�c. #2 SYP 14'-7 1/8.1 2x8 16" O.C. #2 SYP 20'-7" 200 16" o.c. #2 SYP 23'-0" 1-1/2" z FLEXIBLE FINISHES L/120 BUILT-UP CQUJMN NOTES STUD SPACING GRADE / SPECIES MAX HEIGHT cf) 7 2x4 16" o.c. #2 SPF lo'-i 1/8'* 1. TYPICAI CONNECTION FOR 0 2x4 12" o.c. #2 SIPF ll'-1 1/8- STUD COLUMNS, JACK TO 2x6 16" O.C. #2 SIPF 16'-1 1/8" KING STU[ ASSEMBLIES, 0 2x6 16" o,c. #2 SYP 17'-7 1/8" CORNER POSTS. Z) 2x8 16" O.C. #2 SYP 23'-1 1/5" 2. CONNECTION REQUIRED 0 (3) 1.75x7.25 2xl 0 16" O'c. #2 SYP 26'-1 1/8" FOR EVER( PLY IN ADDITION TO 2-PLY3. 0 2x4 MEMBERS: (1) ROW OF 10d BEAM TOP OF WALL < 0 NAILS 0 6" O.C. STAGGERED C4 0 BEAM TOP OF WALL INOTE: Lt. 2.OE MIN UKO] 2x6 MEMBERS (n 0 (1) ROW OF 104 (2) ROWS 1/43-1/2" 04 (3) ROWS 16d 0 SOS SREWS 0 12" o/c NAILS 0 4" D.C. x (2) ROWS 16d 0 if o/c EA SIDE PA SIDE STAGGERED cq LL_ 12' o/c EA SIDE 0 (3) 1.75xl6.00 LV (L 04 LLJ 2x4 $YP2 OR 2x6 S�P2 U LiJ < x Lj LLJ tz CN L 2-P Y BEAM 3-PLY PEAM 4-PLY BEAM BULT—UP COLUMN PETAIL BUILT-UP 5x6 SYP2 (1) 3.501.25 PARALLAM TREATED BM (1) 5.25xll.25 PARALLAM TREATED BM V) m PT POST W/ AW Ld BUILT—UP QEAM DETAIL 00 z BUILT-UP 6x6 SYP2 BUILT-UP 6x6 SYP2 0 < PT POST W/ ABU PT POST W/ ABU z: (o 0 In __j n < sw DMWN BY DVL DATE STRUCTURAL PLAN 1 06-22-15 CME 1 /4 — 1 as SCALE DESIGNED BY DVL FILE COP"I JOB NO. 150615 SHEET NO S4 SIN z Ej.:7�5x 1:1:2 5 L�VL-3/3 0 I= CL V) aIF,QQTURAL PLAN NOTES; SDWC SCREW UPLIFT SYSTEM N rl) 't. Lo 1. STUD TO SILL PLATE, USE (1) 4.5" SDWC IREWS 0 32" o/c. 2. STUD TO DOUBLE TOP PLATE. USE (1) 6" SDWC SCREWS 0 32" O/c. 3A. WALL OPENINGS S-l" AND GREATER (UNC). USE (1) 4.5" SDWC SCREWS PER JACK STUD SI 1 PLATE & (2) 6" SDCW SCREWS PER JACK STUD TOP PLATE. uj W w WE 38. WALL OPENINGS 3'-0" AND LESS. NO SCRENS REQUIRED (UNO). z - 0 < z 0 g u- 8 LLL) p III COD LLF E 4. SHEARWALLS. SHEARWALLS ARE SHOWN. A�A RATED 346" Lu w UJ MINIMUM STRUCTURAL PANELS INSTALLED W/ &I NAILS 0 THE :=! N L) FOLLOWING: 08 co 0 0 SW : 4" o/c EDGES & 6" o/c FIELD < U. SW2: 3" o/c EDGES & 6" o/c FIELD H cod 0 to x C14 5. SHEARWALL HOLD-DOWNS I M 04 a, SHEARWALL CORNERS. STUDS TO FOU41DATION W/ HTT4 HOLD-DOWN. b. 2ND FLOOR CONDITION. STRAP STUDS TO FLOOR BELOW W/ x (2) MSTA36 STRAPS. C-4 6. PORCH BEAMS TO POST W/ (2) MSTA24 STRAPS. 7. NOTE: ALL METAL CONNECTORS EXPOSED T( MOISTURE $HALL BE STAINLESS STEEL. IyXg x ON 0 cli x u') x N HEADER 5EAM CALL-OUT LEGEND �Z C-4 00 1(2) 2x6 -1/2:] x N L WHERE: I CN (2) NUMBER OF PLIES IN HEADER oo 2x6 SIZE OF HEADER MATERIAL I NO, OF JACK STUDS EA SIDE OPENING 2 NO. OF KING STUDS EA SIDE OPENING 2x8 SYP2 JOISTS 0 16" TOP OF WALLS BELOW 2x6 0 12" o/c WALL & STAIRS BRACE WALL c\4 SW C) LEGEND < z SHEARWALL SEGMENT u� T ry Ltj SHEARWALL HOLD-DOWN 0 00 0 x < C4 DO T z T 0 00 WALL HEIGHTS FOR: x 130 MPH (Vult), ENCLOSED 04 04 BRITTLE FINISHES L/240 STUD SPACING GRADE SPECIES MAX HEIGHT 2x4 16" o.c. #2 SPF 9,-1 1/8" <1 2x4 12" o.c. #2 SPF 101-1 1/81, 1 00 2x6 16" o.c. #2 SPF 13'-7 1/8" x 2x6 16" o.c. #2 SYP 14'-7 1/8" 2x8 16" D.C. #2 SYP 20'-7" (2) 2x6 -1/1 L(2) 2x6 -1 2xlO 16" o.c. #2 SYP 23'-0' < FLEXIBLE FINISHES L/120 STUD SPACING BEAM TO TOP PLATE ry GRADE / SPECIES MAX HEIGHT W/ (2) MSTA24 0 2x4 16" D.C. #2 SPF 10--1 1/8" 2x4 12" o.c. #2 SPF 1/8" BEAM TO TOP LL 2x6 16" o.c. #2 SPF 16,-1 1/8" 04 PLATE W/ (2) 2x6 16" 0.c. #2 SYP 17'-7 1/8" MSTA24 Lj 2x8 16" D.C. #2 SYP 23'-1 1/8" (n x Ld 200 16" O.C. 2xl2 SYP2 PTPJOISTS E2)1'75xll,875 LVL-3/ CN 1 11 1 < 1 1/8" 016 o/c TOP OF I 26 0 ,6. r #2 SYP /c To 0 BEAMBEAM & WALL T Ljj WALL F M 202 SYP2 PT JOISTS cq Ld 0 16" o/c TOP OF BEAM WALL (n CA 0 00 77 x < :7 Qc) -i N 0 ro BUILT-UP 6x6 SYP2 PT POST J (3) 2x12 SYP2 BEAM BUILT-UP 6x6 L3)1.75xli.25 LVL BM I n < SYP2 PT POST UILT-UP 6x6 SYP2 PT POST DRAWN W DVL SW SW 06-22-15 7r SCALE STRUCTURAL PLAN 2 E CNED Y 1 /4 1$= 1 )- op) DVL 13 NO. F I L LE c 01�n-y- 150615 32-10-00 I -9 MIN (2) BRG STUDS Lo 15-06-00 17-04-00 c\I Lo co co C\j cli 0 0 0 0 "n -7) < z 0 7 F- ��l 4� . . . . . F01 ZE 1-10-04 Jol Jol Lu 0 2-00-00 0 0 J02 J02 FRAMING LAYOUT PL6N NOTES 6 0 1. ROOF TRUSS CONNECTION: Li a. 801, B12...................SIMPSON (2) MTS12 STRAPS TOP PLATE. 2-0,?-00 J05 00 b. ALL OTHER TRUSSES .........(1) 6" SDWC SCREWS TOP PLATE. co (2) MTS12 0 . ..... 2-00-00 B01 I'LL, J03(3) 2. BEARING STUDS AT TRUSSES & BEAMS (SPF2): U2 A04, 812.........MIN (2) STUDS I "It F02(6) 2-0 z 'o 2-00-00 B02 L 3. ROOF SHEATHING SHALL BE APA RATED 7/16" MIN ATTACH W1 0 00 T 2 BRG S UDS 8d RINGSHANK NAILS SPACING 0 -0 'Luu Lz 1. 12" o/c FIELD & 6" o/c EDGES INTERIOR ZONE z 10, z 2, 6" o/c FIELD & 6" o/c EDGES PERIM,ETER ZONE F14(10 2-0 -00 B03 00 JTUI J02 (ZD u� d �7 3. 4" o/c FIELD & 4" O/c EDGES GABLE ENDS 11 p cm 6N wr- uj w uj 2-00-00 B04 N 0 0 I - 029 MINIMUM OF 24". ATTACH W/ 8d 0 4" o/c. BLOCKING SHALL BE 998 4. RAFTER TAILS ATTACHED TO TRUSS TOP CHORDS & LAPPED A L Jol E 00 z 1"72-0, -0 F INSTALLED BETWEEN RAFTER TAILS, LLO A L..Ji ji 00 voir 2 �-0 C -0( B05(4) 00 2-0 .0 P-0 00 2-0 -12 N1 0% cb F04(7) 0 00 1-0, -0 *0 06(2) 1-1 00 :w Yw 0 Ob 4 � v v F 14A(4) 2-0 00 12-00-08 1111 . .......... i-o — * cb B07(2) 2-0 00 24 -0 F15A 2-0 00 1 -10 r-1 F-1 - - F05(3) B08(2) 00 1-01-04 J- F15(3) 2-0 co 2-D -12 T 12 B09 00 2-0( 00 J17 -oc --1-'06(2) 9 ile B10 16 9 1 2-0 -04 Lo Fl 0 07 -1 JCINSU21 (2) MTS12 Bll -0 -12 (2) VTS12 HA422 2-0 -00 1 4/0 j1G,-- EE TE4 11, 0 B12 1-0 -00 z 8-03- 0 MIN (2) MIN (2) BRG STUDS 2-00-00 BRG STUDS u EE��2:3 z V� 2-03-00 < ry cm -j 1 n 2-00-00 4 a- 2-01 1�0 GO F20 2-00-00 0 7TRK4M z F08(7) 2-0 -00 0 ce) 2-00-00 0 < -i C\j FTRAZ01 -00 1 0 1 C\l < 21(4) 2-0 -00 2-00-00 c\j 2-0( -oo rH 172 w B18C] 2-01)X I ly I . . . . r F09 1-00-00 0-00 B2C 2-08�� C) 1-0 -U0 21 ILL - -00 Fl 1(6) 5-08-08 KI SI 1- 2-00-00 - -uu T B2'9 LLJ < 0 1-0 -00 .... d LLJ ry 6 . . . . . . . . . . . . . i-H-H Li Jog 11 (2) r-) m 9 cn /Zz u Joil 08 00 z 0 < 0 0 ro 12-08-00 22-02-00 0 '13-00-00 < 0 15-06-00 19-04-00 DRAWN BY 04 DVL I DATE FLOOR FRAMING LAYOUT ROOF FRAMING LAYOUT 06-22-15 1 /4))= i )- 0 1 /4 t:I= 1 0 - 01) �UA� SCALE VESIGNED BY DVL NO. CO""I'v F I L Em w 150615 SHM-NO S6 ENG )ROOF TRUSSES 0 24' O.C. SHINGLE ROOF 15# FELT ROOF SHEATHING SDWC 6" SCREWS 0 32" o/c -0 OPEN CELL FOAM INSULATION TOP PLATE TO HEADER 0 Hardware per Truss (3) SDWC 6" Engineering SCREWS b y ?"y�". OVERHANG MAY BE RAFTER TAIL HEAD R SIZE PER STRUCTURAL PLAN TOP OF PLATE ASSEMBLY IN SOME LOCATIONS HEADER SIZE PER STRUCTURAL PLAN (2) 2X4 TOP PIATE� ALL JACKS TO HEADER z 0 6" ALUMINUM EAVE DRIP CORNER OF GARAGE (2) SDWC 4.5" SCREWS EACH END W/ (1) SDWC 4.5" SCREWS (2) MSTA24 STRAPS PER BEAM IX2 P.T. FURRING STRIP OF HEADER UNO SCREW SYSTEM-/ Fe ALUMINUM FASCIA KING STUDS PER PLAN 0 BEAM PER PLAN 0 2XIS SUB-FASCIA KING STUDS PER PLAN VINYL SOFFIT, NON-VENTED FASTEN ADJACENT KINGS AND JACKS W/ (2) ROWS WIDTH VARIES ...... JACKS PER PLAN OF 10d 0 S" o.c. JACKS PER PLAN 0 THE LIVING AREAS VARIES Uj UTILITY CHANNEL WALL SHEATHING SHALL BE 7/16" APA WALL SHEATHING SHALL BE 7/16" APA RATED SHEATHING WITH 8d NAILS 0 4" o/c OVER LAPPING HARDI SHAKE RATED SHEATHING WITH 8d NAILS @ 4" o/c ALL JACKS TO BOTTOM PLATE AT ALL PANEL EDGES AND 6" o/c IN FIELD STHD14 TO STUD ASSEMBLY AT ALL PANEL EDGES AND 6" o/c IN FIELD SDWC 4.5" SCREWS (TYP-UNO) SCREW SYSTEM ZIP BOARD (2) PER SIDE OF OPENING t__ (TYP-UNO) __V4" T&G z BEAM BEARING MIN 1.5" 0 ENDS PLYWOOD FLOORING—\ 2X4 WOOD STUDS 0 16" O.C. Uj < OR FIN, 2X4 SOLE PLATE 1/2" x 10" ANCHOR BOLT t; 9 � 00 FLOOR W/ 2" WASHER AS PERL---' 1/2" x 10" ANCHOR BOLT z < z . 0 0 ALUMINUM FLASHING OVER BODY BAND TYPICAL WALL SECTION W/ 2' WASHER ASPER 0 z TYPICAL WALL SECTION HARDI TRIM ASSEMBLY LU 00 Ili ) 0 ENG. FLOOR SYSTEM, SERIES, 0 SIZE AND SPACING PER TYPICAL GARAGE DOOR OPENING DETAIL TYPICAL WALL OPENING DETAIL 3'-l " AND GREATER TOP OF'FIATE 5, MANUFACTURER'S SDWC SCREW UPLIFT SYSTEM SDWC SCREW UPLIFT SYSTEM LL 0 POST PER PLAN (2) 2X TOP PILUAATE SPECIFICATIONS :j LL 0 SCREW SYSTEM-/ OVER LAPPING HARDI-MATRL. SW# VAPOR WRAP ANCHOR EMBED/EPDXIED All PER PLAN ZIP BOARD APA OR TECO RATED SHEATHING FASTENED EXISTING ROOF DECK W/ SET-XP 7" MIN .-CELLULOSE WALL SPRAYED APA RATED SHEATHING DRYWALL PER BLDG. CODE INSULATION (R=20.4) TO FRAMING PER SHEARWALL TABLE (WALLS & CEILINGS) (BLOCK ALL PANEL EDGES) (1) ROW 8ci, .2X W90D STUDS RINGSHANK NAILS 0 16, O.C. 13 f." b, .. �k 0 3" 0/0 SCREW SYSTEM OVERFRAME W/ 2x6 SYP#2 RAFTERS 0 24" 0/c (12) 16d COMMON ABU4.4-66 TO POST 4" CONC. SLAB w/ COLLAR TIES 0 24" o/c W/ (8) 12d NAILS EACH END W i% (18) 16d COMMON ABUS8 TO POST FIBERMESH ON 6 MIL VISQUENE P.T. 2X SOLE PLATE 2x8 NAILER ATTACH (1) A�5 CLIP RAFTER TO SLEEPER TO ROOF DECK W/ < W/ (9) 8d NAILS (2) W'X3 h" LAG FIN. 1/2" 0 ANCHOR BOLTS SCREWSEACH EXISTING RAFTER ROOF DECK NAILING PATTERN: ...... FLOOR SPACING AS REQUIRED EDGE: Sd RINGSHANK b 4: 0/c 0a ; �FIELD: 8d RINGSHANK 1 6 o/c --------at PORCH BEAM @ POST 1 :1 _.. _t — r EXISTING 24 7 RAFTERS 0 16" o/O 4 TO REMAIN FINISHED GRADE N/ 11 �.- . 1�1111 - xx STUDS PER RN ROOF OVERFRAMING DETAIL APA RATED< "' ROW S 3SHANK AILS 0/ 8 NAILER ATTACH RO F ECK W/ )6 X. LAG T 3 )REWS EAC STING RAF ER N G 2X6 PLAN CLEAN, WELL COMPACTED, APA RATED SHEATHING TERMITE TREATED FILL RAILING TO RESIST 200 LBS. 2x6 SYP#2 RAFTERS I /_0 24" 0/c RAILING TO RESIST 200 LBS. CONVENTIONALLY FRAME ANGLED PER SO. FT. MIN. CORNERS W/ 2x6 SYP#2 HTT4 ANCHORS HANDRAIL 11" TO 2" DIAMETER TYPICAL WALL E TION RAFTERS 0 16" o/c — ATTACH 2ND FLOOR (2) MSTA36 STRAPS TO PLATE W/ (2) H2.5A CLIPS SCALE: 1 4" V-0" TO FLOOR BELOW �2x6 COLLAR TIES 0 24� _��LUS26 TO RIDGE TYPICAL o/c W/ (8) 12d NAILS EACH END U7) SHEARWALL FRAMING DETAIL CONVENTIONAL FRAMING DETAIL < z LLJ r) SHEARWALL ATTACHMENT 2x4 #2 SPF 0 16" o/c. ry SHEATH CHIMNEY w/ 5/16" CHIMNEY FRAMING & 2ply _j LLJ HARDIE wl 6"/6" 8d OR 2x4 #2 SPF CORNERS < 8d COMMON NAILS 7/16" ARA RATED PLYWOOD SW 4" o/c EDGES & 6" o/c FIELD w/ 6"-12" o/c, Sd ry NEWEL POST, SAFETY TERMINAL, SW2: 3" o/c EDGES & 6" o/c FIELD m VOLUTE, OR TURNOUT TOP PLATE SPLICE 20 #2 SYP BLOCKING SIDE VIEW C) L BETWEEN TRUSSES BELOW TOP VIEW z CHIMNEY WALLS w/ (4) (1) MTS12 OR (1) MSTA18 0 SWI & SW2 SHEARWALLS REQUIRE MIN 48" OVERLAPS .1310" TOE/END NAILS TO STRAPFOR ASQUARE _j 4" MAX. GAP --J W1 MIN (24) 0.131x3" NAILS 0 TOP PLATE SPLICES EACH TOP CHORD OF CHIMNEY & (2) HTS20-S OR < TRUSS OR RAFTER (2) MSTA24'S FOR A OR (2) MSTA24 W1 (9) 10d END, CENTERED ON EACH RECTANGLE CHIMNEY 0 EA 6" MAX. GAP SPLICE CORNER OF CHIMNEY TO RAFTER/TRUSS TOP CHORD L OR 2x4 BLOCKING BELOW. TRUSS TOP CHORD OR RAFTER (TYP)----'J' CHIMNEY FRAMINQ_-DETAIL IF OUTLOOKER IS > 32" FROM FASCIA, < USE (2) 2x4 0 FIRST OUTLOOKER ONLY APA OR TECO RATED SHEATHING TO 0 MATCH ROOF SHEATHING RAILING DETAIL Of BLOCK SHEATHING ED STEN SHEATHING TO FRAMING 2x4 SYP OUTLOOKERS 0 W/ IN 4' OF GABLE 3" / 6" o.c. W/ Sd OVERHANGS < 12" 0 24" D.C. W/ (1) H5 AT EACH I OUTLOOKER TO TOP CHORD OF GABLE TRUSS LL OVERHANGS 12" - 24" 0 16" o.c. W/ (2) H5 AT EACH OUTLOOKER TO TOP CHORD OF GABLE�TRUSS Ld LiJ x x x �;7 LIJ < Lj LLJ GABLE TOP CHORD c) m (4) 0,131 K 3" TOE OR �1 411 V) NOSING NAILS 0 E�CI OUTLOOKER U-5 GABLE TRUSS LJ C) cy I-_ 3/4" PLYWOOQ�:>' 2x L-13RACE ON GABLE VERTICALS 00 z SUBFLOOR WOOD AS SPECIFIED BY TRUSS MANUFACTURER 0 < TREADS (MIN. 2x4 #2 SPF W/ 6" o.c. 0.131" x 3" z (D __j RISERS NAILS 0 MAX. 24" ox, C) rr) I-- 2x6 LEDGER ,�(2x MIN) < ICLIP END OF LATERAL BRACE TO GABLE BOTTOM CHORD W/ (2) H5 CLIPS DRAWN BY BEAM STRINGER ±7.75" MAX HT GABLE BOTTOM CHORD TO TOP PLATE W/ DATE MSTA18 STRAP W/ (7) 10d END 0 48" o.c. OR 0.131" x 3" TOE NAILS TO TOP PLATE 06-22-15 ±7.75" MAX HT 0 3" ox. STAGGERED AS REQUIRED SCA&UE 7/16" APA OR TECO RATED SHEATHING W1 8d NAILS SCALE 2x4 PT. 10"MIN 0 6" ox. ALONG ALL PANEL EDGES AND 8" o.c. FIELD. BLOCK ALL EDGES (CONTINUE SHEATHING TO MIDPOINT DESIGNED BY 2x4 #2 SYP LATERAL BRACE W/ OF GABLE BOTTOM CHORD) DVL FIRST FLOOR TO SECOND FLOOR (3) 0.131" x 3" NAILS THROUGH BRACE 2x4 X-BRACING AT MID SPAN AND * QUARTER POINTS JOB NO.. INTO EACH TRUSS BOTTOM CHORD. OF GABLE. EXTEND X-BRACES INWARD MIN. 8' AND ATTACH y FOYER STAIR DETAIL. EXTEND BRACE TO FOURTH INTERIOR TRIIS TO EACH ADJACENT TRUSS W1 (3) 0.131" X 3" NAILS 150615 SCALE: N.T.S. SCALE: NTS MATCH LOCATION & SPACING OF ADJACENT X-BRACING MAX. X-BRACING SPACING: * 4 /12 PITCH 0 8' o.c. 5mLET NO GABLE END BRACING DETAIL 4 /12 - 7 /12 PITCH 0 6' o.c. S7 * 7 /12 PITCH 0 4' D.C.