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1608 MARITIME OAK DR - DRAWINGS � . I-.� ..�I:I. �I . I........ ­-1.,-.I�-I I.. �....� ...�-:;' -4,-1:-..% � . I 11 I . � .1 I � I , . I I I . . _ . .- _ ... . . I 40 . 1. s . . - Eg 2 . _ I I . . I. .: I . - - . . '. % .-, � . I ll� I 11 .j ! I s � I sti V . I.I. IV] I A 9 .U .. s. ;: • .r . . I . - H . . .. _ . , Q W 0 M � , . co^W :y � W ^ y . I � I . � . .' ...'" � _�i:: ... .: (z) )_�1---� v' LOT 133 ' . ­ ­­ ­­. ' -, : :' '_, I- 1. I . _­ ­'.. . . 1 I - ;_ ­.:! ­-: : I I � :..'''. � m � a ­ ­ .:' : ,.;.':�m­�!'. . I . I _ : a a �, " - ".. - I . - T� \ _. / H 10'- al'-Ow (EVIG SQR.) 15-9 o V E--a . . . (:) � o .:.! I - . . � . ..I - . . 1 7). Ill I _f f 10'x10.' IAT H . 'n JEA-E.E. IAT HGT. 12.1' 106.79' S 89' 27' 38" E lo.a' a SILT FENCE DRAINAGN % . IAT,HGT. IIRAII�IAG DRAINAGE N C_0 11'I%%V", n �� 11.6 -..�- --��-+ to C STRUCTION tzb3�,.a 11 -,.�� .� 5' B.R.L. ,. o-Lgr.flN,1 pw• ut - , � T - - - - - - - - - -:��= 0� zi .(:%o ._._.«_,moi . ! { ::`t .:� .» �_< ! li _ _� N .« --- _ ..i 0__-___.____.- - f ! # tT -� = O nOrN J�lr ­...' .1� ...''� . . . s I I c....) �: »._»I»i! F_.. ..11 ' s s: V j} ..:...inn•us• «_.... L -7zy» ...wt w••-•Z..s ra�.•rm. . _ _ i U '`{iiMwi ijE••_ t { G" _ .•j. - i ..''tom= - - - .. _ - ii �.Fi f :i s r j ;C t I - I I ..':�� .. . - . I I I I - � ''I +v - E . . I i s :. _: : CON5T: I 0L' W •• _...I-1 I ..... ' !: ss. :: I i* I / ° { tg4 ........ UIIPSTR r .- - - � - I _ I :.­ - �, . -­:�I " . :I I . .. .....».--....._N..»......_....»»....... .. .- • ...«. ' - - I - jr "Ji 1 : � I i .. I ' ' - _.... -:1.11 � I t{ I .1 . •� 1. . . !: i { ! i�. NN , __ W 1 I ! _ • 2 s r... , ss ' i i •I ! I . ' V. I I .1 ... I " 1 .. � . .. ! 2 e : � l .. ;i . sC 6 i /�y!iam� ......... ...».»«...... .t1 I _. t , 9 t 1:, .. !:. : �J - l : .60 1 :» > /'� o _ FFE i2 2 j. ... !._ ! i ...-.. • ..... .. ! 1. - • ............... ......... is-: 1. :1C i :-un cy- -- 1 _ ien.ts:l/:::ir:Klti...:.- i - Q .... !: ! l....- : s1, I IL) O .i �. . • .....»«.............:.......:s.i.:... O .. ii! _:».............._»...:::..�......».. :! 2 { s; i;' «=.L ! ............................_...... _ •! iF _ �:, . -. :1 _ ,� = i z - - _ ..__.._ •• 2 _ CRETE i� _ _ {. .: { :i. •5� : d _ /� _ - 1 . C V i t , ,_._.t,l t> �! ; - CON I ._ . ! =t . .,i...i --l. .i . , PAVER DRIVE i r a z ; slrxi. ....xnS ,: .............. r ^ _ : a _ � .. . .. _..ie.:. :. de 1/ALKIIAY O . : • , .s : 1: _ - ; 3 o O { i .a s 1^..o.;i 1 /� s.__..., �.... x i i l . .✓ _ ^' • . ».....•.... : ' i .:» _•....,.:apt............. ;......^..._- :..........._ ! iy .i t �n _ d s . . ; j i . . ;: ,. .; i : � .. % '" LOT 1)34 I I I ,:i ........ •. i .. !i : i. ts! 1._...«_.iiiy;4:•!. I I. I - �.. .ll ,. i . . t �V L ' . : i :! .� '. *1------: t { V V . .,.!.. � I! :. 22�� - 1. .. ..�• :::.....N... M j = a .7 �i i = :i aii•uwwii s _ +r i i ? t+ 1'� t^. W - s i r' s : s: _»;tet' 11 1 .. , • �, ' s - ( { ... :�. ......,I ' i s r, ii >R !� { :Y. e, s tt i II W 94 i�:� _»» :s s } = til s 3 i. •+, s i >,.9r. s ° W { s s{ s: r 'wi.. s a i1• ! :: �' ! t:.:s 3 1 • I t i= r f� 2= Q= i si. l-.'. '. 1{ y�'1yp� ._ _...�..�.. ::"" ..»... _.........»» _ ins .. s 1.74-W.!.'.`!i"'�. __» .. ... .M ..ti'....:{.-:Y'.i.M-A...:...... _..:__ »..... ««..._ 1"�(�1' • _... r...-... �. . ; � I . \ I _­ I 14 j I 5-' « 14-_ w "- - ^-I ��....-_ »............. `T _. • - -: o , . o p. m DHA>l1AI 5 B .L• DRAINAGE DRAINAGE - OlIBR - ' _ • 90.T FENCE1. 1.ra LOT T. ��---+ --�+ 1 ,. m 1.4 . ' f iAT 117.75' N 89. 27' 38" lIr t�OT xcT. lue ' 10.8' . . . h-+----1 10'- " 81'-0" ( SQR.) -- . -_ .. 2T-2" _ cn (/) w . .. - � . " . - ; F : . .. '`: CV__4 WINTER 1 LO T 3­5� I ­ee'� - C_.) " � i u I '.- CV/_ . . . _-1 . -_ . I SUMMEI ''.1. - I . R-MIMER - . . i .,,. _ I. .. .. . a - . . . : . _1 . A a �--1 >> - -- - f r i 1: - - . .1 . . , �. . ­ i- 3_� '' . I �! I . I 11 '� . e--I 11 �1 i �' I I_.�� . . ..- I I - . �­ � I. '.. � w . I I P I .'j (/� •a Y 9.v N,r. y��y,�, ,4�. +- .. - , : 55 "'--iR`V 4 . 11 -1 . ... �� 11 - I s . _ . � , ' S CALE :�­ � t * t . - . � ­ . . . .' _;-, - 11 � - -I� . A I � I ;11 - . �- . - � ­. I . _ . �. i t'�L, I ;:i -� �. Ie � � ; � )-1 & .. . ­ .. . � I - � I - �_­ .�-, ­' �I � . ;. . : :_ I- `:1 - � - y " . - . " � � ' ' � _. - i ­ I - - - - - �:: . 1 � 11 '/� I . 'X w I r . - - . . _ . - - _ ,. . . . LOT COVERAGE i tp _ - g - - 1.1 - �...w,._. IA 1 IDRAWN BY: . - ..i..: - i - - - _ HOUSE, DRIVEWAY, SLABS & PAVERS - -"-- •- 3641 S.F. STAFF I - "s- . r.�... ..�-� z, . • ,. LOT . 1. 6175 S F 1 CHECKED BY: D � . ._NOTES: I EX OF P -AG S .. LOT COVERAGE 58.97% -' • OCCUPANCY : FOR ONE & 1) Q co ri AND SITE PLAN I DRAINAGE TYP ,�A,� 2.24.16 . _-.._ _ DATE• ..--- ARCHITEC'TURAL AWII�`GS TWO FAMILY , GROUP I-3 A2 FO PLAN N CODES: 2414 FLORIDA A3 FLO . 2 APPLICABLE _ y* FINISHED FLOOR ELEV. 12.60' !!!;��::7] BUILDING CODES 201 NATIONAL A4 ELEV ::_ __ A5 ROOF s; •- - { .. ._zl_ 20 FIR EI I , C CODk . _ .N .. - -. ; ., . ,. 11 . , - IJOB NUMBS : 1. ELECTRI AL A6 ELEt . - " F'L,O O D ZONE X1. 0 AND-_ COAB PRVENTION CODE � I 11 STRUC L DR NGS - . ' G CODE OF ORDINANCES. ENERGY 7,8, BY OTHERS � AND ALL NO BERING D T :. l - `. - - REVISED: FORMS AS RE UIM BY FLORIDA NO CURRENT TREES ON SITE Q p�CEDENCZ + ARCIIITE DRAWIN ." ':. ENERGY CODE :_ i -" - . . DWG NO: d . .` : . .:'I1:1. - . 14; - - . . - _ 1. I, I 1, . • . _ _ : _ y. ., , _} r. . - � ;, am, _, . _ -- I - I I : At 6 1 1 � "7 OF � . 11.11 _ r «,; r :,i.. - Y s,... : .. .. I I- - �a . .:. 4 - . ' s; .. - I � P1. 1. I . -. �� .. _ "..- V, . . _ - - - :•... �Y - - •� . If - : - �.�� . y s II :e L I I, E� . a . 81 -0 „ �3 s9 . I . �. � I I . I � � . i 0 1I 61' 0" g'�ON I Ill s 11'-0" - . . . � '� g . . . s I I I I . . T11 4" g , 25'-10 " 7'-10 " 27' 3" 4'-4" 3'-4" - �s 9 v ' j I - ----------------------------------------------- --------------------.? -+- ------------ ---------------------------- _. . I I11 I OUTLINE OF COLUMN NISH QR. 1 _ 1. .. 1. 12" BLOCK : . , 1 I - --- - . 1!.I'1'LIrtWAId. ww.�.►w- Rw_ww_•>" - .STEMWALL - .. - -,-.-- -- I I I . ���� ** I �--------------------------------- ------------ _ I- I -------- - ------ I---------- ---- ----- r I ~ = OUTLINE OF �- -r�'c ,'` o I 1 K� - 1 "x` I I 1 1 I - . 11, FINISH SQR. 1 I �., F��� 1 . . 1 I LCOLUMN 1 1 I I Q co _-ql I _ __ _____ •. .oI I I I Z`- --/--------Z-Z-X__ I ­'_ I - • %V. r r I rte I io • ,. 1'-10" 4`-14 in i r " I ' I II. F4 - _ ------------;- ----� I In I 3 -0 I 15 -10 o " I I " - ao I I 12 BLOCK c 1 6 0o I TI I o I i' OUTLINE I F-+-+ i� I I - ------ ---- - _------ --_ I I I I OF FINISH W p OUTLINE OF 1 I PIC SLAB I % _ _. -_T _- - ---- � I- I I Q COLUMN: FINISH SQR. I I I I _-- _-},--- -- - =- - - I Irl TREATED FILL r-�-I -----------1 \ i r_y 1 r -I . I A .- COLUMN I SEE TYP I I 1 I IIS"` "�" W C �` 0 11EI�, COMPACTED TERMITE I II 1111 SINK 11 I �� :. i -1-->r I ii I I I I I SEE TYP 1•--� Q = 1 PORCH DETAIL I I I I DW 1111 11 I I. �q1,. VAPOR BARRIER o/ I I 1 I I POR H D> TAIL �-+ 1 I FOR STEM1rALL I �L_=.J�It_l__ '=JJ I = r-T 1 1 1 J I �' 1 FIBER CONCRETE ORM C • I I OR MONO CURH I I 1 ♦ ♦ I M �-- ,I R I 1 I I FOR STEMWALL ONO URB ----- » - a' I I I I 1 1 I 11 11 ) �i, w `'r• . .- I ' w I I 112" BLACK I cv U1 �Q 1 I I I 1 11 �n�'(''` 6 I 6 FT. WIDE I I I I I I I I 1 11 11 \ I . I ,. I o I I I 1- 4 ", 1. �lilI F_4 a CONC. STEP r___ I 1 I I L-1 --- ' ' ----J i1 REF. I14 I' /, ��` I I _` 1 I I I I °' d'' ---- ---- r y-- t-- -- 1 In 1 J I L ;.�. W IF NEEDED I I 1 11 i N 1 1 . w I I I I 1 I I II 111 ,IV . 1 I I 1 (-__ I I Q 1 . s " 1 . " 1 I _ ! I 1--1 �/ % It 1 I 21'-10 I 12'-7" I 11'-7 " I 4 -11 I 41 I I 14'-0» I rQ 1 I I I ------------------------------------------- -----L-- --- ------------------ ------ -- ------ --------- -------------------- -- - 1 1 N I I I 1 o I 1 I I I - i I I of 10 I I 1 I I I 46._81" t 5r,5 .. " I 1I 10„ 5r-8" i} I I r ».•1 . -1 N I I 1 FINISH 1 I I Z . . ' 7 -0 I I_- I -4 v� N1. 1 A I .1 - ---------_ _j I I I 1 1 I STEPDOWN MONa I r _ • .. 1 I i - FOOTING `I 1 __ _. I I I ,�- -------, A 1 iv �� 1 I STEPS TBD I I I I = I I I h 711 I d- 1_---� I 1 _ 1 ADDITIONAL Ire 1 I v 11 I I- I11 . co I 1 % I 1. - ---1-•----� I A 11 AHU 1 „I I LN _..:-_i L` ___ •I OUTtdNE OF I I I ll1'PERIOR BEARING PBR FIAO o I 1 L i n 1 N N FINISH SQR. I I I TRUSS 11ANUF. YAY BB REQ cV 1 - 1 - ---- * _ COLUMN 1ll� W:l I _ ' 1 _ p 1 I I I 1 ; I I0) I 1 �� 04 .t c0 toe P-9r n r 1 " A I_ 1 8 _g4_5 4- ], I 21'-7 , . 7'-8 " . I 1 59_5 " 8'-10" �_ . :: Q I �I I ill, 4 1 1 .. :_' o A 1 = I 12" BLACK cp i; ___________________ -___---_ I _ I ,� 00 I I C.� � I 1 I I o I I I I I I ,I I • A. 1 STEP TBD .• c� . M I I I I I I * .: 1 . I _ ® M It— I��+ 1 1 I I 1 I N ,I I 0►] j �I I E 4 1 -------------- ----J I I 1 1 0 , I I ) D t x � I C7 ALL 1 I I : r_ I w r LlSTEMW � '� J 1 . 1 . . .. 1 1'--1 1 t 23� 3 r I _ O �:I I _ 1 14 - . 1 I ---'----- 1 v-0, Q I 1 1 I 1 I s" cUhB _ :. x11 I 1 I l I f I 1 I --- -- -- ------ ------ - - 1 _ �- ---- . - ------------------------ -- I "'= -a rr=p=�, �r•i ,� rW/C I 1 I I I i 1)__ ,. STEMWAljr.L Y A i1 Ii 11 ' '� I _��i I• . I I )) I 1 ---- _ ; lh�•J I�'.'�11 % I •� .�I I 1 , -!_ , I 2 I N .. I F•----1 - \ / I 1 CJD--- 1 _:; ,� I� It N I I I I (- 1 t W/D I I 1 I ' A q *-K�1 -I I I I I sTAcx1 I I �' I GARAGE SLA3 x. err tCi 1 Y 1 TYPICAL SLAB I w_.�_ -� .___ , . �; .••'V t STEMWALL ---- I oo®. TREATED FILL coo -{-- 1 I ------------- 1 I rtTYPICAL S B o I _: �' 1. HELL COMPACTED TERI[ITE I I �•� 1 t 1 I ; I w I '� �°-_,,, I--.4 VAPOR 11 1 TREATED FILL I---� CES = FIHER CCONCRETBARRIER �/ I ' f r 1 I I WELL CO1tPACT$D T�RYTfE I oo I " HO �Kv . " _8" �,I' I 1 I T., _ 1 MIL. VAPOR BARRIER O/ oz„ o -8 I I I I 1 % I/I`�°' FIBER CONCRETE c h 1 .3 _ __ _g \ / 1N. 1 I I . 0 I 11 I � I •-1 I . _ _ r� ,� I ---- - 6_ �S, _, 1i I 1 A � � STEMWALL 1 t iii - 1 STEMWALL 1 �• I ------------------------�_ ----------------------- ---------- -- I -- " I I, . . _ ----------- 00 i -_-- A/c W/ CONC. I ��-�-�1--Y-R-I- --T---J -H-N----0 N G --2 Q_ 5� r-t . o I - ,W_-=�-.-t- r- -- I PAD (SECURE I �.�1 : -1 ''� 1 STEI�IWALL I o 5-1 2" CURH UNIT PER I STEMWALL r .: C--� N31 ------------- --- - I / "M1307.2 ---------------------- --------------- ----- �' . STAND ALONE ­11 N GROUND-MOUNTS O� _< + . FO N1. - UNITS"). G 5-i/2" CURB Y, F LE COPY . W ;. - I 5» _.. - . ­- I.. . I a , M �. � C.0 6'-7 '-5 " ' " 7 f �" - .00 - _ - � :. t It 1g -g - INDICA�ES .� POSITIVE E OR INDICATES . - - - Z. . NEGATIVE E V: FORMED AND � " 10'-1" 27'-2" � .: 22'-1" FROM FF. OF POURED 19 101. 1. no IMAIN HOUSE CONC. CURB. '�•I 1-4 -.. 1 r 6" • - 1. 80-8 . + - - - �_ " �' c . 81 0 ,_ - . I. • . W . _ - L j } . - - .. :. - - - .: - + . - .. 9 COURSE H1rCOK • L A? IiVD11G SPACE - . .. .: m - I . . - ( . I tl. s -.: _. PT LEDGER BOARD 1 _ �.__ - _ . ._ . ATPAC� TO 11 . , - .. NoE3: BIAGK F=R COVERING ION SURV ALL E 1. A FOUNDAT EY SH B c - REAR PORCH) - ---w--- (Pr �rooD - IFriON'r' PORc�) .. . rs roar per sr 1. r:'.. � SURVEY SHALL BE ON THE SITES STAFF' DRAWN BY� 1. I 11 • - . . ._ . . fl vo roar R THE BUILDING INSPECTOR'S •- � . FIAOR JOIST PBIt E[�GD�R ('!BD) USE PRIOR TO FRAMING INSPECTION I.-..------- It _ '� `; eoRs�i eaar>' CHECKED BY: . SBT PT J01it3T I F.T.rrCoLum rw►rssoRc ALL PROPERTY 1vIARKERS` SHALL AE �._..w �/ -1'•. ON TOP OP 1 P.T. sops ruTs . - . EXPOSED AND A STRING STRETCHED HED oouc.rro.• FROM MARKER TO MARKER,TO = HIACK OR ll0llO row s rood®mIG r>I )woos conk •sL _ DATE: \ \ ..�. am .2 2.24. /. r ' . . . e \ .1 \ \ 0 I _ - Y \ _ ST DETAIL - 1 4' -1'-- ' �.. A9 DIItT) :. 1. - 1. i t•:. r. . . : / :� f w MONO PED. • ."•. --, �� I J�H...NUMBER: • / - --M A j w ,•• .• 9CIILF. NU - \ . . J. • r . . L a . z, ,y - - / � A 0. - . r s - f I ltd.Y ►JL' . ' DWG NO I ­ . ­ � ;L L I .. :L , ..''.l.... I I . L I I I . -1 - . I . -: I . I , TYP PO . . - . -1-1 . I _ ­'- . .__­' ­:': ..''1. .­­ .. . . I L � . . I L RCH DE I . ..' L. :::*w'- . . . L ..' . .; � �: . � � ­ - LL 1.I � L .1 . ,.� - . .� . 11 . �� .:....: i :; . I I I.L I I .. : ...... '' . ­­ I I .1. I., - I I LL L I TAILL 11 __.__ ___ -1 � � I .. . � ._ I I -.1-­ I - . .: " : L I I I � 1 - I.. . . � . ­ - . I � I I . � I I I L.. .: ; . . � . . - I . . L . . -. . .. . el I .' 'L %.L' �.L I'� -. . 1. .1" I I I . :::, '.. I : - . L � "- . fA2 6 ______ _______ __ ___ _____. _ -__.._.__ . _ _�_ _.__�__�___ - :,: :, I - . - �" . .1.I-, I .-,., : ,. L L�':­ I I I . I L I I L I : L . � . - � ''. . 1L. . I ., : L'' L I I . .. ­ � :. _ t- L 1.� : I . . -L . . L . . . L- � L 1� : ­� . " -111 I I . ,:..... . . I 1. I I . ,%: ' ­ I L I - . - I .1 '. . . I �': I I I .� .'­. I . . I . . L : L- L -I 1 . � � . . 1. I . . , - 1. . . I . I I - I . I 11 . . r { ._ 11; . y... . �.. 1. . . ti �, 11 . .. ,.� Is'4 I �I I I I I I I � I. I I . . � . . t01t COLum. . I - � .. DDS : • , is a 9 s - I . - - - - 1. T - r ,� / � I 1. 1. 1. __ 000 ; . = . / �h 9D.L !Qr B�r \ ffi 1 . . - f I . 31p•Am ZIP WALL !� : EiD;ATidMC(Tip) ,�Y•x' 1. 8[ikATHtNG (7YP) t .- . ^' �. - . COWIIlt TRAI@If3 ti I ,� �' w/MIDARD 2x_ .A - � . yy-- - . - O� C1'YP `i�v'. --�P.7 TRtFLLf SHOE FLT `4i F.T. POST'OR BUILDUP POST USING ONLY P.T. b 91l b f 80'-8" • w+TERULs. >NsrAr�,aND RED HD. ANCHOR TO mfOP TR13flN0 _... f n CONC. SLAB (TYP) 80 -8 - : 1 1, 4,f _ ---ANCHOR (TYP) . .I 1. _ I . 61' 0" 4•_pn 3,_8 1. --FINISH GRADE 10'-8" 1. . „ 22 -6 7 -6 4-5 " . _-,J. - 6'-10" 6 -0 1 4 13 7 ., . I � � .. I . I. , �:_:..­ .. I �:,. ­ I .� .."''.. . I ­ 1. '''. .,1 .i" . � .. I .. TYPI .. ­ I I ­_ I . COLUMN DETAIL I I I �_� � . I " � ­. ­ 1.I:.;- I ' I I � . I � „ I ­ I :: t w . I I I I 1. � I I.. I . - 11 . t ­.. �. 1 . � w n 3f_3n 3 -11I . . I I I .� 2 -24 9'.-2" 2 -2j 3-7 3 3 . 1010 it 11 IL- .. FRAME STRUCTURAL TO 6X8 FOR 8X8,:FINISHED:COLUMN; _ �- T_ f f r a (2) 2020 ABOVE TO BE TRAPPED''111TH W IN SHED RIAER lx MATERLAL AT TOP E-�+ 11 3030 SH 3080 SH w 2660 SH 2880 SH 2660 SH � � CO 12 -10 . HD. ® HD. ® HD. ® . HD. ® - SIB. HD. ® ' I... � �--� - 9'-0" AFF 9'-0" AFF 8'-0" AFF -0" AFF 8'-0" AFF1. y'" \ p 1_1W . _. ._. ---- Q w 2X8 WALL �,- BUILT-IN GA3 OHC J r 1 OHC �i5 SH _i_•�• --- = r , I i h rte ' .l+ K'•.r NON I i. F P = 1 BASF I I I Q•-' F�i BASE I �V \ I ) - : va I P.7. i TREX DECKING VENTLESS s N x I 1. s _ , ®.t - I I a� i� OR EQUIV. _." , C-TOP w , x cn d' �'' II I . .: o o � 1 M I HOOD o 10 PANTRY Al i -' I o I I M co,•,••a c W.I.C. --------- ---- , ISUITE 2 I I I sMAIa� �. � i CLG OPEN 1 - ca°`t p, 10' CLG. 'n `• ,I ,. � `° e��� FRAME.BASE 2 R `, � � TO DORMER I ( ) ( ) E L BOARDS o ---------- ---- -- I , 10 CLG. �� �}+ 12" TALL HEART ABOVE & : (10' CLG ) I j , SMAKE CO aoia'�` Z W C=5 12 DEEP --------- - - 0 CLG.) WALL 2X6 WALL i : _ I , EASED TO CORRECT SIZE I " pLT. ! W I FRAME SMCTURAL TO 6X6 Ds SINK K TCHEN � : i ' 1 FOR 8X8 COLUMN: V. s w DISP. ;I . ' WOOD PT FRAME BASE TO 12 xi2 ) \ I I H z � x14 IZE TO BE 11RAPPED 1f1TH ING ( C } I W w V �` -; v W/C _' ) ( NON-STRU TURAL t- I i i� ' ' FLOOR lx MATERIAL AT TOP - x z _ `........... .:_..�. i :; r, = II O N o / W r W _, 1 N FRAMs BASS 2" SHARER , � FAMILY o ��D ^i, --- � ; I - , I Q � o _ . . SO FIBERCBMSN'1' BOARDS a, o ROOM �• _jp3'-10" 2'-2" 1` 3't�- " 9% 8' 2 " a in 13i_7'� .` 3'_4" 21 p" MAKE COLUMN FINISH co 8 FT. NIDE 1 j TO CORRECT S7ZB: . ,. _ (10' CLG.) ISLAND ;� „ �- / \ ' �, g Is � BTH 2 �o o 11, CONC. STEP I I FRAME BASS TO 12 z12 1 _ -I rf�iESSE� 4� / 110111-P.T.� \ I IF NEEDED 1 FOR 14 z14 FINISH SIZE I I �t to I I $ Q (10 CLG. `� a 2X8 Al O I O _ _ SHOWER WALL . j w ® r 0) r y f SIM. I = 1 I 6 N T- . " ;1' 0' f n AST. 'p�.";"r P.T. _ . __ o , „ " n 11'_6" 11'-9 - -1 5 -44x 1 " __ 19 -5 3 10 . .. __ _ 10 8 _.._ __ 10 0 - ------------ = f „ I M M I® 4" o I 4,, PAVER STEP I " TBD • . ' . ' ' -4 GALLERY 1--+ -----------+- ��T CVRD , I I " - I I I 1® , " I - (STEP VAULTED CLG.) O I I 4 P.T. 2x F-�--i I I CVRD I� •1 1 _4 (10' CLG.) I 6" STEP PLUS VAULT) I �O PORCH I 1 °' N I i N 1 1 � =-- --� So T �T ----�- (10 CLG.+ 1 I FLT. / 1 LANAI ; „I = 1 1 a (io' cLG.) STEPDo1�fN I I ,: ,/ 1 �-xv r-Kv I I �� STRUCTURAL 1 1 10 CLG.+STEPDOWN) .- 3080 PKT = 2X8 �/ I I ( •- DIVIDED LITE r _ AHU N COAT d- WALL - - _ I . R _ N . 1 2X6 K % t � - . _. F WALL , I C = ------- 2X6 �! 1 _ p to � A � , WALL I o 2Xfi DINI G TECH. 11: p :1 , ,; I I 1 �. SOFFIT ® WAIJI �-_. p 1. co - • �-'T--� (10' CLG) -I (10' CLG.) F' x Q.' `� .: 9 AFF. . + , - 1 `� C� F--�� in I l . ,. ____ s � SH �' ..I : , R & - �, . E., I x -----i- _ I i Y 1-:1 iI _ - _______-_ __ - k oD I 1 co t� v] O A rn I I ' '� I I I- ---i _I I 1 -1 -1 8 w0 .4 I r� I I 0 M r� V v I ~ � I M r- s R & SH ,_ 5 SH 00 s I I W C\2 = GB. I 1 = I I -------- 1 I m , �, x - I 2 CAR I 1-11 h - i _ - { n , W C I o 16 - 10' CLG. I 1 _ , STOR. : ( ) , _ o N GARAGE I C� r ® �p r- I �� (10 CLG.) I jV ,n . 1. I in ;},. WINDOW' NO"TE HB. �� c�� w w 1 a : I `� _ �0 5'_5 " I a N = (9 CLG.+STEPDOWN) f I M , �.. 9 -0 3-11 I 23 -4 I - C 16'-11 " e co 10 1_31V) 14-0 � � I „ 2 -- - (9) 2026 BLACKOUT 'FIND01fs AT TOWER I.B. r--71r-, acv WALL 16-0 AFF ' 2X8 _ 2X6 WALL I ''� I -1 .. -- - - _� M _. 3 .- I /l 1 1 10 r ti I r SUITE 3 2x8 WALL h • `� l I J 1 I o � 2X6 •,.r-:,• t�� E-+--�+ �--� 1.1 o �- - W/c LN D RYr mAo p•r j' to I I 1 I WALL o L t (10' CLG. 10 CLG. io 1 �'t-FRAME FOR V) .I _ o -- I1 11 PULL DOWN r---------------- w ao - TUU m y ____._..__._.__........__......_..._ L• I Ir _ i_ __..____-_.-____............... ..____ •-'---••'--__ _ _ cit I W I IL-- 11 STAIRS I I 0° o s 00 Al I- _ I BASE I �D I r II o0 '1 3 OWNERS OWNERS g -I BTH IS'PAc , ROUGH" PLUMBING LOOP II 1. -I • I a� _ - - (10' CLG. OHC -- - I �r w BATH ` _ �� __._-_Y�_.___.. . SUITE a = _ I (lo' cLG.) (lo CLG.) 2x8 WALL! IIS 2X6 �r ov . r 11 11 % N 0 TE S .�.::ti .. s I ! GLS. -0 AFF - 11 I <: 1) ALL EXTERIOR HAWS ON IST FLR. ARE 2x4 EXCEPT AS o VLV. s= o I I---� p �` R = i �` ao , I �� NOM AND 20 'FALLS ON 2ND FLOOR EXCEPT AS NOTED C�O I `G v € - 1 I = I 2) ALL INTERIOR 'FALLS AN 2x4 EXCEPT AS NOTED w I �" 1. a = $\ �7a "I �XK _ ACTUAL 2x4=3 1/2" O I 0 W/H o II 3) ALL HALL THICKNESSES*ARE M �-�.., _ ---� I. }gym .I _ f RE SED -I W II o 2x6=5 1/2 2x8=7 1/4, f-y� BTC... �/� , ) EXTERIOR STEPS • N _..---__..... x ,: - --- - co ANITPY Cfl I � 4 THB SIZE AND QU OF ALL EXTER PS ARE -__ _ .-..__ __ _..__..._ / t: ------- -------- i1 ,: 0 5 TUB I <3. - - TO BE 1'I U DETERMINED BY OTHERS. m ,, / ,, . TUB / <; 4 3080 SH 3080 SH 3020 FG 2X6 ,: 5) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM �---I _ . r. o . ACCESS / HD. � _I HD. 0 HD. ® OBS HDAP . WALL ( • 0 P R I G H T J 0 H N L 0 N G 2 0 1 5 (TOP OF) HOUSE SLAB/BLOCK. ,�_4 - .1 PANEL `::: r:� :. t., N 8'-0" AFF 8'-0" AFF 8,_0„ - - 6) VERIFY THE KITCIIEN AND YOM LAYOUTS WITH N IFlo n f : .. 3080 SH HH. OTHERS �.� 4050 SH 2X6 THE DETAILS DONE BY OBS HD.® WALL I % HD. ® 7) ALL ANGLES ARE 45' UPiI,ESS OTHER1fiSE NOTED. r " 2Xfi . : 8 -0 AFF EXT., WALL7 8) ALL INTF'RIOR AND F,I(TI�RIOR'FLOOR do STEP FINISHES Tt = fig-O" AFF _ . SHOWER � - � � , s . © AM CIO STATIC�c�OF FINISH TO iI. of 0.s. n x r 0. _ ) I 9 A11'FOOD IN CONTACT VIM IiA�M, CONCRETE OR EARTH Q � „ w f w „ f „ - f q SHALL BE PRBS4URB TREATED APPROPRIATELY FOR THE CONDITION .. '_1 w •_ " ►_ „ 2 -9 21-1 1 3 -2 ' 4-2 ` .. 11 -04 11 -p �O 3 _2 3 4 2 -2 9 8 2 2 Z Z Z _ 10) T - GLASS TO BE TEMPERED ""� 11 -1 . I- i{ .4 f w f n r� " , " , „ • - .. _ do . „ 2 -10 6 -3 3 9 A14-0It 5 -g -11 _ 11) B - BIERGENCY ESCAPE AND RESCUE OPENINGS 16 12) 0 LABEL 20 MINUTE . .. 19 -9 - 6r �:-) & . -low 4 10 -1 ... _ - . 2" �` O E•- fla . 80'-8" - . __ .....__ .,_ " _ _40 - - 1' 1. AREA TABULATION . I. , 1 . - - . µ .. STAFF TA 1ST FLR LUNG.�.. 2199 S:F• DRAWN'+BY: 11 . , __ _ _ 2 CAR GAR: 512 S.F. : . t FRONT PORCH __._- 9g S:F. . LANAI - - __�..... 231: S.F. CHECKED BY: ,1 -- ._- _- - - _...• S.F. . E TOTAL UN STD --� 841 SF - . DATE: TOTAL UNDER ROOF 1.__ 3440 S.F. 2.24.1 G fi f if . _ _ .. _ - SCALE 1/4 1 -�0 _ JOB NUMBER: .. • . . .. . = EUI . . ,. • . . _._:.__ _ DWG N0: . ' . .I , r� ­ r - `,:. 1. . r . . � - r ,, , ­:. � I ' Ir : , . I r 6 - I . . ,r . . . . - :. 1.11 � - I I—— ,. ,­ . .� 1: I A3 .�: 1 .� I . . I .r - .. OF . 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CONN FRAME _ s .. 24" O.C. - A � SHINGLES '... SYNTHETIC FELT UNDERLAYMENT 23 WINDOW INSTALLATION (METHOD 6- 1ROOF SHEATHING (7/18 OSB) a 3WINDOW INSTALLATION METHOD A-1 � ;,. - � n APPLIED PRIOR TO THE WINDOW INSTALLATION. • • WEATHER RESTIVE BARRIER MlR9 � et O.C. R=30 INSULATION � � � � ■EAT1l:R rl�srnvE BANNER )APPLIED pttloR ro THE wmloow INSTALiAna+. ) ROOF ATTIC/VENTILATION AREA .CALCULATIONS - • (NRB FLASHING BEHINp THE MOUNTING FLANGE. FtA9*1ti APPLIED V1IElt T1E FACE OF TFC YOlM1�IG FIJING'E.. Pill.iI< I![iG1C UflDlfitLAT'I1611Y ��S1EPsiEaor+o Fws�+wr. FYcarot of the 2014 Florida Building Coda. Rtf►sidantid R806 IIi001!' �A1'lIDia (10/s>a CD7q � 81� ,rIM SlAR1NG AT rf+t fAst OF SEcnON A • w+t frul•f=atitefic TOMAIIDS THROUGH WINDOW JAMB • METAL 24- 8M UNlraNa (rare) 9 s>�a was°iiisorR eilr Ta'..aT�rii�'"'=s Enclosed attics and enclosed raster spaces formed where as are applied To,�FACE Cr nic SCREW SYSTEM ws wffui.fz.oe.fo wnoiias stFAfMrra. woE wjr sifsTou.wiE w siExrwr snip � directl7to theunderside o�o ratters an arosil the entrace��. '. ;.. . � � ►; ted n-ii oaK vaKDstami or smr►ralmla ` 1Aat ar wet w>.o ffouiw►ie - Arr�r stu rsasMinc �a � ; s�AAwwie aMaE. ' pro • „'• Yen openiti8s s6aU have ap leea�dimetadoii of 1 18 hick (1.8 mm) minimum • e Af=PLY.ufisf ff.A�rflfif nnnnnn `f-�-1•=11 ON UNDERSIDE OF �o Mifir sift f�nofenf - ` a t0 i/4 inch (8.4 mm) mUm o YentUation Openiap havhiE a least TH ti APPLY sEAo Or SEALAMr �.••. Miter srw er slirlaiwt .: •�' dim larsar than 1 4 8.4 s A61Jit. sous rnetp •be ded wl corrosion- t s-sx TOP PLI►ri �. AT coos er fwrooir .. Mtal/O nic f�FfwiErErt aF • .. TOP OF PLATE' - �°�°� � war4 . ROOF SHEATHING s BEIM aswir sea wt soar awn rs as sfApi not di>E� a leeist dimemdon a! 1 loch i�ain�a�and 4�ho 8.4 �� l�cPicat.asADift Ps. $xs rvrom�a enter ,g� 9 ,aa,�.�sa °r�`� N0� �w+�� � - OpeninEs is root members contoim to the � s requirements of. 2-2X TOP PLATE MP�r pus aF srxwfr AT �i�i urc sw,� wwAmr iNsra,.wov. ,,s section It80x.i.8 R�q� ventilation opeait>� shall open directly to outride air. �(h ' 8" ALUM. EAVE DRIP not.was.tsiw>A e� ffaiis ru�rwrc we+a PAN ifcAo s>iwra ro ri�►srww � - ar�o iitr.etff rAafrAri{f►fsrtciial Exception: Actio ventilation shall not be required when determined not ulw os rim o v iasn. P.T. 2X2 FURRING STRIP1-81 '' Mr�r ss RAssro r iiEM es?rrrffEfi � ,DRYWALL PER BLDG. COOS `:: � 9 7i �snr�w� � �'"��""*'� n�°iE��"" iwuMfaii:fwfos?AND SEAL AM CC MIS nr not necessary by the code official rine to atmospheric Or climatic conditions ACROW .. (WALLS & CE{LINGS) MaLfr QifNL liAl 10 wft raM1N0 nourfws0 rLA11C[AT MEAD fL►StifnsR IEg1i1NCKilr ifatEw _ ATN aAffoits AT 1fE tsir 0�`l Are f7tAffEs sap srx aiAfft R,i,� sots t+�aF wiooa tssfeo rAT Anrlr MfJID Fusr.=c �1PPLr A oar.i>fA lEAff•fliffcfiiiit. : . T'YMCAL fro I►T i'OwsR '. P.T. 2X6 RAFTER TAILMitr fftN nxAsrr At�riffes s AsaK eEw ai= to niE It808.2 l[inilRum Yent Area�� of n '!'he minimmn net tree ventil are shall be 1/150 of the area of the vented e.!!�v MRS wE RA AT nr�a.�� E PfltMotlsr APPciW � spa suo•ofe fw lour wA>Rsro inr0 torr wo tA�.AiliOfMR Qin ro ur iiQ}NA1C "Q`OpAieorao Ez tion: a mhdmum net [vee ventilation area � be 1/900 of the eennted aw erreaaowaFAiRfI N iRAaE: nAr olttft nEAo rusfwfo. rowl one Or more o! the tollowint conditions are met. _...1 Rr la rNt a�ellirs!Ji<AMi �� I=PPIr IEM llEJgrl=C tA/E 1HE EfillsE PE1ErElER. AT liFJ10 OiA1O:PLACE itEAD/t tSifE won er6t sfiisoffK csrr-sfs (x)RE wRe � '�drt-�[ Anr PrKK-n�+oaD Mohssifosi� r7, HEAD art nor: r iitrofio.wrs a,Aswo. i. In to nen 7 A a-class I Or D retarder is instai�Ued on the �} �c g� 8 In side of the ceilinE v� � ' _ ' E MPLr A il0rfr.flit.ALAMO t� �. At leai>:c 40 t and not more than so tot the ventilating : TOWER WALL SECTION riAaxrfi:AT fiEAD SECURE rri:e � ffossffislfo a�irfot AT wiE V vN to 1 ted a nPPw' p�'� � 01 c Or 3CAtrB• 1-1 2",� 19 4" Imo• EfifEraa r fiETafo o0 fico aAsreio ° ter �jh more tan 3 t. �m) / f�-� O •rrn nAsieur. M0A11"cr MF''"r10Euo'ragourfafv below a ri rv���es�poi=t of .the space. measured ver�caU��, i►ith . op �Euitlirfr�Ffwswfo the balance o the required ventilation rovided b� ecus or eoriQioe'vents - ` �;ifF/to tt��ee+c son atiaf sw� r Where a lea Ion of or roof t membe conflicts wi e °w,wo n�W IM r ,� w t�,w�M,M„0. �talla�on of up ventllators ti n more than 3 ft* (91�irnaa� _ Q SEALANT JK WAL��Af� / PAalEfl w f�ACE. low the ridEe Orhest poia� of the space shall be permit tad. co M°�rAo�s� It808.3 Vent and insulation Clearance � E,af,ew my Aro llhere save of eocniee vents are ed, Insulation shall not block the.tree flow Z W sAslEff>»PL046 of air. A miniln�n of a i-inch Z5.4 >�nm ce shall beprovided between the 0 - � � C9 insulation as a roof rhea a e location of the vent. � Varftiotion Raauind � � _ �• ,,�►ue FLA�•IifiG A INTERIOR VIEW COVERED AREA 40 t, •_• J 10 � � Q 1]ASH1110 A °n°'°atiea�esu�i� T� LffT ooRlmt Of 30 Total actio sq. i � -. ... ': :,.: w • ', :• 7/16 ZIP BOARD. _ � co W IciB1°ersa�r ass. INTERIOR VIEW •"" °° - 3040 s -10.1 txlse t�twnq A00}�ROUON 9 SEALANT s W ' TOP LEFT CORNER of waoow ��AT o. 10.1 z .5�i�) 5.1 Square footaEe net free. area a�eq d � '. W �T°r Moa � �. - - . � �'I ERCEMENT LAP SIDING V=>or ar SEALANT rLAstw�c N PLACE u ru►sf.fo r manufacturer) ©� 7/16 ZIP BD. 00111 ��s uMa+ws a Aur« Roos Vint SnaciflcationsCV t➢i�ATwE MM 4'-0" vent-provides 1.0 sq-ft. net tri�i space - : W fsrlia sloe flfiiA� siLL RA#sis� sMw AND Af1JUSf rfnpotr 10 AOM11E sOVARE. '- " vent- es 1.5 .it. net free ee ® f=Lifise.AftO LEVEL conoruon. ust conliooioM 8, 0- provid sq-1t. spa wo owa°rioi°sifaUK coi ® i!isisTANr rAsfv+a+s sesmf r.r�ooirs rae 8-0 vent-provides 2.0 a !t. net tree ace WE me maw Ntrtoo«1fArtuFAcfiatoe sAsirMrre sfEariclniaMs. p q- space 0 . W 2X OD ST DS ' `Wt�►:�r°` : ® 16" O.C. ' Vence Raauirad � mATjR�SISTANT .BE997!!tliRRIER [rrRBl cAwituiir tart nie 11011 4,-0" vents • 1 sq.tt. -8 tfAff'aEii otf A OU►CaffAl_ CEMAT rilusE ntE 8,-0" vents • 1.5 sQ.itt=0 �-' = _ ' o�w.r cut wit l' rav t:'DCiE aP nfE fiAit<aEii ur Ano rAfv nit � _ slfiftftti A A OiMiO1N. aafArfwat wft �' 0 e-0 vents • 2 aq. ft.=0 :' ` : ''� SCREIr' SYSThIt ': ' '' R---11 INSULATION T 4O I$e� C V)ARI TME wit r� XP C�OE OF ACE��7FIt TV M [1QE TW wring! A14 airffee q wE Enfa�au 'l' INS��.spa. � tom: 6.0 Total sq.it. net free area provided W co 4" CONC.•SLAB w/ P.T. 2X SOLE:' PLATE is frits.1fEai,rtEo.Qu.V.i7i1FJ�01f � O NO suA IwA/®�CJW EXfFlrat tiles: ._ . _ . FIBERMESH ON 6 -MIL. _ 1 Q ' VISQUtNE ` -- 1 ANCHOR BOLTS FIN., , SPACING AS REQUIRED - FLOOR. _ Z -CHAIR BLOCI{' �•• � � til itl _�� 10'--1�" PLT. HGT. ` ��//�/���/� ' ,,,• T �'I1�IISHE73 �`tA�E 41 Z' lot 10 1 PLT. HGT. • l CLEAN, WELL C4MPACTEU, �\ 3 / 4 . .. .: TERMITE TREATED FILL ,f r . .' .::'- _ .••- 10 -1 " PLT. HGT. ` �, � .: : . .,•. ..'••'• i� 4 ROD IN FILLED CELL ;$ CONC. HLK. FOUN©ATION WALL ON`CONC. FTG.-W/ RODS CONT. - ..•_,_r.«.,•-«..,«-•, •_..«r_«..«.....,....«.r--•r,._•.._.,.r.._.•.•_...r««.,««,•.•••-.«•.••--«.•• .««•«:•.•:W.•r.,,r:.«•«,.{«««•�•.•-,««r.,s:._.•••. ,««,.«..•-u:r«r••««::«::,«.•::•.••.,..«..•r. t••_ i CYOD.......................... ....... ................... ......... ........................................ i!lzz:!................. ............. .......... ....................................... -------------- 0 o .............................................. o : ALTYPi .1 .._S'1D1NG :; ,,-- N CY)e- i ; -rarr...�_ _ { . . ............. s - 3 tt � t � x r: { : : ;} ,�. .:..- { _ .� � SCALE. •Y3 �• �. -0 . • J} J ,tT iREQUIREDQ :_} i-:--••-...r .. SLP: PEE & STICK . . ► . : !: • ; '� L . i P _ ' ' . SLt _ f • UNDERNEATH SHINGLES 1 ._.._..._.... .«_«..«_.. ««.rw_«_.._««««......... ERN t ......««........w..._..w._..««......._« • � LLQ _ ., �. AT SHED ROOF {_. . ::.._::_.. ....«...... t , r � } .... } i _ (111•:• - - - _ z i .s � a _ •«4wwrfraY • r: s i i' ..., ... •. :; i , w«.... cx rr eti � s t t 10=1f- (tlltr}11F.tt'±•• .nx,h ry I : :r.: •. z :• i ,'_... - .- -: _ 1ter:•.+ I 1 r�•�� i t � •i } ;_ � : ,}�• to } j •Y� \Y I.LJ , 9ilFWitf' .• •..•�:.. i • ;'::t ,.. ibcntc A • F WA ` i I1 , i 4.12 SIN PITCH LSE l:L. ":::::::::I:.. } _ zz _ = l ! J i •' :r M-,t•t i•��l.it "t,.r.r.•+,wen,rA.+.nr,•w}.R•,,:••rs.•a,...•« r - !1 . .s (/--/�-�_ � ///�� :s i i :.' � 1■ t = j��i i._ ..} -� 1140E 91}[xr.moi:: •'t`.:.•r"'"• � V r V/ �i , :S t '� i r• S _jI : _ _ rr tl 1 pt • fYldt ` .................................................«.«...«..« .. .... ...« � P - i , � €1 17'-0" PLT. GT. AT TOWED � ... - .. MCfIL tMnP t�qr; _ SLP SLP .• tl tt .. 1 Ii i i }k `� � 11 . . .. '•t. o . . . . ! BACK � �c>wae Ftw�t t = I {t CUT. F _, , z = ._: -• � . � : } : .r• _ rpt pout CXD OVERHANG Dari • }__ - : •'::SLP � a0: a }# �TYP) � r,ttr SLP { I , 48 ROOF VENT ' � t - .. w, =a. CH CHANGE _ _ APX. PILI IT :_......_........_... ,.._, HrrµgHHr......... } i . .......-•,r W, w . •.. _ i == i t = = FAL WA _ i ,._....««..»..........._...._ 1 ilii Sar .......«..«... ... � :� ,. �' sir aiw it.s•o-n - i=, ,• _ •••} i • .......«««...«.....« . ..•...«. ..«.. _: •tu itq w'"ilY;t�e!iM•r••r two wt not � �; -. }:, •- { } } t I= _, .,-, .: ! tries..•.,w••ter ir`►yw?res i.,.was at•.,tta.ni.re r>A.nal wi¢¢eN.= i - . 48 ROOF VENT i t $ ii • 6 FRIEZE -__ _.__..._.. .... _ f 48 ROOF VENT } 48 ROOF VENT � , , . �`:,, } - . ;_ ¢ : F '` HL4CKING i t w SLP , - - -. _ ._ .- - ---- , , , -W SLP TYPICAL _ . -� t: � AREA TABULATION �, st , r s .- :: i _ (1? j 2x6 . SLP _ :•.:'.:. RAFTER C3 r i .. � - TYPICAL_ ... • : . . --� _ ': .: ::� 1ST FLR. LVNG. ,... 2199 S F. s I '� ,•.:• 2 ..CAR 'GAR.= 512 S. ��� F SLP :. I -..:, ♦ ::: ::���: - D iP . R EAVE . i FRONT PORCH ............ ... .... .. � - ::.: LANAI . .............. ... :i .. _ •:::: - 2x2 FURRING :.....__.....�.. ......_..�w.. o� :• - • RAFTER AIL STRIP TYP TOTAL UN HTD �i41 S.h. T - ••' EF ONLY i ........«.......: : ? - .: TOTAL UNDER ROOF S0 0 : v� : : : : i i :�.. _ 11 -1 PLT. HGT. , . . n i i• ! ? : :.. J _ - .-. SLP .:."I _ ii t i . HGT 9 1 PLT` NOTE,4`i :i• E } i i• i i i •i {{ i { 1? i S ! P = t: V , n i at _ • _' jjti 'i t I_ •_.... t i • _ - i : r : i � _- ??= i : _ !: �{ , 2 H HGT. OVERHANG + 0 EEL � (i) ROOF'ONE G SHALL BE 1 6 � « . ..«.. ... r........._..._..«...__... SLP 1 _ j � I UNLESS NOTED OTHERWI { �! ?i {; -'{ � (1 . - �j t MAIN ROOF:PITCH IS 5/12 AND S - I DRAWN_.BY: NOTED ON ROOF PLAN. ADJUST PLT. HGT. a i STAFF . ,... .-•i i � � - FASCIA . , � res••+ ;i _«....,...r............._......«......_...._.s.- sit � --...: • AS RE D G 0 ALIGN . FRAMING TO BE CONN. FRAM � .1- . . _ , . . �. - - . : _ WOOD TRUSSESSET .C.. � a � I � ) ® � )„ 0 ED 'CHECKED ti }, .. ....__..... i. 4 ROOF`FRAMING LUMBER TO BE` 2 OR _ I ' i _ 3 : fi r =a ) s .r, t .................«.._..._......_::�5::?F:: ...! , •.., , = SLP }� SLP SLP: { i r•:-- �r• - _• • _ Q BETTE - . . t •.. :�•• - :':-• ? - :�•• 7: DAT - . D OVAL 0 G MAY !, �- - � _ •. :=� :: .:•:: ; BY ROOF TRUI SSRI HFAAR BEARING -CONTRACTOR t �, - } .. .- _. ..-. ....• _ i t r _. i o. " . INDICATES DIRECTION OF _ E R CTU NTRACT R 5 E, 24 6 -• _ -' _ • .:.,: w RESIDENTIAL SIG i = J TO COORDINATE SIGNER, , . r , , ,:• �'- .. :.. .: • := i ROOF SLOPE.s.:' � � � WIh1DLOAD .ENG EER. } :: _ i i. ff 1 ff i - T INTERIOR i ... :; : i � .:. ... i :.•..: .::_ :..J. } :! ALL ROOF FRAMING TO BE PRE C6 � t : • �'-' _... : . . i ; .. i .., •:.f =: ;- __ FACTORED SCALE: = i 1 = r• •` � 'MA�iU •�INDICA Es I OR 1/4 i •� - •o. ;_- _ , =t _ CEILING VAULT. i • ROOF TRUSSES TO STALLED` .. E IN PER =L _ - i r - .� • i �.._...«.{--..«.._«................1{.•i,.«...«..•._....w.........,...._..... SLP • ..- i i . _ _� :. MANUFACTURERS SPECIFICATIONS U.N.O: 7 ,��. ��r.. .• INDICATES FALSE �AGtt: ....._..._...._..._ ._..._..-------._ >: ' -- = :, , ..._. ._.. ._. .w. «. . JOB NUMBER: r d. .� , •: i a _ a: is •• • r .• t t�, o P Y R I G H T J O H N L .0 N G 2 1 '• ' } _..�_._..._ _ �i t is . .as.s::p.. - - - ... RMSED: } 10 -i PLT. HGT. 8 • 10'-1h. PLT. HGT. .__.____�__.___ • . DWG NO: • : .- 10'-ih" PLT. HGT. - . 10'-1PLT. HGT. - 9'-i�" PLT.-HGT. -: +1'-0" HEEL IGT. A 5 6 - - OF < i 0 25'-104 C-T P �+r rau UNDLRCAH UGE=G H00 0 - yrr. W El I 1 I GFCI _I_ _ , l y F/P x \ I 1�' i �v�� ' DEDICAT i SUITE#2 =_ - . OUTLET � _ � LRD UNDERCAB \�, I ► I (10 CLG.) .-.----------------- r LIQ�G \`, � .1.01 � ,,/r j — � \• { r - y �__ - - -___�� , KITCHEN W.I.C. it: ' (10' CLG.) PANTRY I (to' CEG.) - L-- --------� (10 CEG.) I cI { FAMILY �B SINKMD Ummmcm P. 1 I A -' ROOM ISLAND CVRD (lo' CLG.) �� ;� �\ - GFCI _ w 1Mm-imr._.. _ .... .tr CrJLANAI ' -�- --- c'� (10 CLG.) i i ; } r W Sao (+STEPDOWN) CO i I ; (io' c [ CVRD ' / i t / \� 1 PORCH I I /' - cn (10' CLG.+ I I STEPDOWN I 1 BRACE . � SII i BRACE FOY , z i BRACE / BRACE - -- 1-Q ---=-=�- _-- CE I I - \ 1� - GALLERY � I I r 1 I } r f I I (10' CLG ) r I 1 \ , 1 t ' - }• Y , %°,� �� ,- -1 DISCONNECT 1 t __ ,�, , AHU oe TECH. \ <. . - UCI �• � H (10'-CLG.) --------------- BRACE ---------_- -- 1 i 1 I BRACEqp 1 I r r _ of INING - CEILING LIG _-- --- - iI --------�- (10' CLG.) \ TRACK - -------- l s ABY Unps R : _ r a 1qp jeaaaxa=s____x� t(`DVEJ Q 1 i - _ - W.I. f r (10' CLG.) I i t I �,�----------, --'�-_ I ; �x , SUI E 3 we 1 <, v .,. / u GFCI `\ / --- 1 , , io CLG. I n a__---- , 10 CEG. ( ) ,' � PLUMBING - , , ;. ..: (io .) � _ LOOPGg tj r .00 2 CAR 1 1 ------- f - -----_ GARAGE II r II 1 SWT&1 -- 9' CLG.+STEPDOWN II CY STACKI f_ J ( ) ; 4 it if BTH.#3 ti 1 OWNERS ---_ w \ _ _ , ` OWNERS BATH iCIQ Y a (10' CEG.) 1 ; 1 / 0 DISCONNECT ,=xasi*=C==xas� SUITE r r / J \ (lo CEG.) TNfW \ _ H 5' TUB' �. _.._.._.............-._._._..._-. \ Ki ,_w .... ay -.<... `r'®'r•SY>,ar1r-. :i':' :•.-.:en t._.-.^ % - q:.. - / _ -- - - 1� - • r ` `G II J DISCO ' ` A/C W/ 4'x4' I / � CONC. PAD f _ (SECURE UNIT. .- k PER "M1307.2 �j- GROUND-MOUNTED UNITS-). f FILE COPY CXD ,4 , E...,1 NOTE:(H.R.) INDICATES WHICH DEVICES ARE HOMEOWNER REQUESTED LOCATIONS AND ITEMS. C ELECTRICAL LEGE D - - . OUTLET OVER CABS m THERMOSTAT EXHAUST FA GHT 110V DUPLEX RCPT.. O PUSH BUTTON CEILING MT LIGHT 0 CEILING FAN PRE-WIRE . CMD CHIMES o � NUMBER INDIG. HGT. Aq 38 .F.F. SPEAKER' FLOOD LIGHT WALL MT'D HT i l Ov 1 SIDE SWITCHED IN IRRIGATION CEILING FAN EI INTERCOM PANEL -( RECESSED LI T 1rEATHER PROOF OUTLET A wP © VOLUME RECESSED E CONTROL { E BALL - ----- 1) ALL OUTT.E'P3 IN BBDROOIIi TO if0 NOTE * FLOOR OUTLET /LIGHT DRAWN BY: STAFF RECESSED M STURE CEILING FAN BE A.F.I. , a 110v OUTLET ON GROUND TWO WAY SWITCH -q -- :'q FAULT CIRCUIT PROOF LIGHT 2) ALL EXTERIOR OUTLETS TO CHECKED-BY: -- 220v OUTLETS © HALL SCONCE - TRACK LIGHT BE "G.F.L". THREE WAY SWITCH . 3) ALL ELECTRICAL WIRING TO`BE .:: V TELEPHONE LET IN ACCORDANCE 1fIT$ ARITCIE80 � GARAGE DOOR OPENER ® PANEL I DATE: OF NFPA 70A � FOUR WAY SWITCH R� TELEPHONE DEM LINE # 2.24.16 DEDICATED OUTLET [..:. _ TELEPHONE OR OUTLET �------------� ------------ 2' x 4' FLUOR. FIXTURE 4) I�ovIDE BLECTRICAL pRovtstoNs scALE: » , ».. SWITCH w/ DIMMER I CABLE TV OU T _==''_==__'_� 1 4 = --0 FOR 1TIE FOLLOWING: „0 JUNCTION BOX a _ WELL- (� EXHAUST FAN L� SMOKE / C ON DETECTOR _ JOB NUMBER:- 10" x 4' FLUOR, FIXTURE SEPTIC- SWITCH IN DOOR JAMB C�''•'-• ALARM KEYPA _=_=_==_=====c SEPTIC ALARM- C�4 SEC URITY CA RA TUBE LIGHT •' 'REVISED: DWG N0: 3 _ W Q D C.7 D DUVAL COUNTY RESIDENTIAL COVER SHEET STRUCTURAL ENGINEERING 0 U W 1.0 GENERAL NOTES A. It is the intent of the Engineer of Record that his work be in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means and methods of constructing and shall do their work in conformance with all applicable codes and regulations. W N M d- u7 B. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. C. Contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, and pitches as maybe required to attach and accommodate other work. D. These documents, as instruments of service, are the property of the Engineer of Record and may not be used or reproduced without expressed written consent by the DESIGN S P E C I F I C A TI 0 N S STRUCTURE HEIGHT NO. OF STORIES � *-■ Engineer of Record. E. All details shall be in accordance with instructions from manufacturer or designer. Z 0 • DESIGN CODES' F. The owner shall provide contractor with a soil investigation report and analysis. All requirements for site preparation and soil compaction specified in the soil report X uj q • _ MAXIMUM HEIGHT OF STRUCTURE (FT) 25. 0 shall be followed unless additional more stringent requirements are specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration W G $; 2014 FLORIDA BUILDING CODE (FBC) RESIDENTIAL, ASCE 7-10, 2014 information made available to the contractor. ?' O < Z NDS, ACI, RTIC, AWPA, APA, ICC 600-08 �{ cD >, ILL u o NUMBER OF STORIES G. It is the contractors sole responsibility to determine erection procedure and sequence to ensure the safety of the building and its component parts during erection. z � 4 I=,Contractors shall be responsible for all temporary bracing that is required during construction to keep structure safe and plumb until the entire structure is in place. W m d W OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE- AND TWO-FAMILY DWELLINGS) Bracing shown on structural plans is for completed structure only. co N V O I. Design is void after one year from original date. O O Q = • DESIGN LOADS: J. Do not scale. Use dimensions from architectural plan. 05 Ya 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 Cl) n Q J O ROOF TRUSS' Documents. It shall not include review of quantities, dimensions, weights or gouges, fabrication processes, construction methods, coordination of the work with other .� LL 20 PSF TOP CHORD trades, or construction safety precautions, all of which are the sole responsibility of the Contractor. Review of a specific item shall not indicate acceptance of an TYPEOF CONSTRUCTION assembly of which the item is a component. The Engineer shall not be responsible for any deviations from the Contract Documents not clearly noted by the Contractor. LL 0 PSF BOTTOM CHORD 2.0 MATERIAL SPECIFICATIONS CAST-IN-PLACE CONCRETE: shall have a minimum design compressive strength (f c) of 2500 psi at 28 days unless noted otherwise. All footings shall have a minimum DL 7 PSF TOP CHORD • TYPE V-B design compressive strength of 2500 psi at 28 days. All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing DL 10 PSF BOTTOM CHORD and placing, curing, and testing shall be done in accordance with the requirements and application of ACI 301-05, " Specifications for Structural Concrete for Buildings". • UNPROTECTED CONCRETE MASONRY UNITS: shall be hollow unit masonry In accordance with ASTM C 90-08 "Hollow Load-Bearing Concrete Masonry Units" and shall have a minimum net `,���, �?�.••'"'••'••���tyVS�� ROOF CONVENTIONAL FRAMING: area compressive strength of 2000 psi when using Type M or S mortar (ASTM C 270-08). In accordance with ACI 530-08 Building Code Requirements and Specification J b•. LL 20 PSF RAFTERS for Masonry Structures", the 2000 psi block in combination with Type M or S mortar provides a design compressive strength (fm) of 1500 psi. � �: O • UNSPRINKLERED GROUT: shall be in accordance with ASTM C 476-08 and shall have a maximum coarse aggregate size of 3 8 laced at on 8 to 11 slum and have a minimum .4 LL 20 PSF CEILING JOISTS / " p P 'Z�' co �• specified compressive strength of 2500 psi at 28 days when tested in accordance with ASTM C 1019-09. Q; � , DL 10 PSF RAFTERS REINFORCING STEEL: shall be in accordance with ASTM A615-08 minimum Grade 40, and conforming to ACI 301-05, ACI 315 ("Manual of Concrete Practice"), ACI 318-08 �� DL 10 PSF CEILING JOISTS ("Building Code Requirements for Structural Concrete"), and CRSI Manual of Standard Practice, 2009. 0���• �• STRUCTURAL STEEL: ASTM A36-08 and conform to AISC "Specifications for Design, Fabrication, and Erection of Structural Steel for Buildings". �i � •• O� DL 30 PSF ATTICS WITH STORAGE STRUCTURAL PIPE AND STRUCTURAL TUBING: shall be ASTM A500-07 (Grade B). ���� •" p�#,` 'J DL 10 PSF ATTICS W/O STORAGE WELDED WIRE FABRIC (WWF): shall be ASTM A185-07. � �� o L_ ANCHOR BOLTS AND THREADED RODS: shall be in accordance with ASTM A 307-07 or ASTM F 1554-07 Grade 36. Mae WASHERS: shall be in accordance with ASTM F 436-09 Grade 36. FLOORS; NUTS: shall be in accordance with ASTM A 563 Grade A Hex. LL 40 PSF TOP CHORD ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY): LL 0 PSF BOTTOM CHORD Simpson Strong-Tie Co., Product: Epoxy-Tie SET Simpson Strong-Tie Co., Product: Acrylic-Tie AT DL 10 PSF TOP CHORD METAL CONNECTORS: All metal connectors which are exposed to moisture shall be galvanized (ASTM A 153-05), Z-MAX, or stainless steel. DL 5 PSF BOTTOM CHORD 2.23 WOOD A. All wood members exposed to weather or in contact with masonry, concrete, or soil shall be pressure-treated. (n B. All framing anchors and connectors shall be Simpson or equal, w C. All prefabricated structural trusses shall be certified by the truss manufacturer's registered engineer. 2.2324 FASTENINGS All framing anchors and connectors shall be manufactured by Simpson or equal unless otherwise noted. All metal connections and fabrications shall comply with AISC 0 specifications. Z Nail fasteners shall be common nails UNO. L 2.2307.1 SILLS ON CONCRETE i LL Where sills on concrete are used, typical anchor bolts shall have a minimum diameter of 1/2" w/ 2x2x3/16 minimum washer and a minimum embedment of 7" in concrete. Anchor bolts are required at the following locations: A minimum of (1) anchor bolt shall be provided within 6 to 12 Inches of each end of each plate and a minimum of (2) anchor bolts per plate. Of Anchor bolts shall be located within 12" of corners and openings & at maximum spacings of 48" oc. Lli WIND ZONE INFORMATION COMPONENTS & CLADDING PRESSURES 2.2307.6 SUBFLOORS Z Where subflooring Is indicated In these pians use 3/4" T&G plywood glued with a construction adhesive and fastened per FBC - Residential Chapter 5. Liv 3.0 CONSTRUCTION SPECIFICATIONS (D 3.18 FOOTINGS AND FOUNDATIONS NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, A. Footings and Foundations shall be in accordance with FBC - Residential Chapter 4. This design has been completed in accordance with pertinent standards and e;d AND MEETS THE REQUIREMENTS OF SECTION 1609 OF THE 2014 accepted engineering design procedures, and is based on the best available information at the time of completion. The design is intended to minimize differential movement resulting from the heaving of expansive soils or settling of subsurface soils. It must be recognized that foundation components will undergo movement. Any S- EDiTION OF THE FLORIDA BUILDING CODE COMPONENTS & CLADDING PR SSURES 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 (,LJ PSF of partitions above floor slabs, finish work above floor slabs, etc. THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION SIZE INTERIOR ZONES END ZONES B. Footings shall bear upon undisturbed soil or upon soil compacted to a minimum of 9596 of Modified Proctor Maximum Dry Density for a depth of at least (2) feet = Z below footing. (n + - + - C. Fill under concrete slabs shall be clean, free of debris and other deleterious materials. Fill shall be compacted to a minimum of 9596 of Modified Proctor Maximum 0-20 sf 23.5 25.6 23.5 30.8 Dry Density (ASTM D1557-07). Z D. Fill shall be treated with termite protection before slab is placed or Borate applied to wood framing above slab. W 0 • BUILDING: ENCLOSED STRUCTURE 21-50 sf 22.0 24.1 22.0 27.8 E. A concrete Mab-on-grade used in conjunction with the exterior sternwall foundation, shall have minimum 6x6 W1.4xW1.4 welded wire fabric (WWF) or fiber reinforcement In the slab and the slab shall be keyed into or tied into the foundation. ' 130 51-100sf 21.0 23.0 21. 25.6 F. The top of a monolithic slab-on-grade shall be at least 8 inches above finished grade. The slab shall have minimum 6x6 W1.4xW1.4 WWF at mid-height or synthetic U • ULTIMATE DESIGN WIND SPEED (MPH - VUIO > 100 Sf 18.4 20.4 18.4 20.4 fiber reinforcement. A double layer of WWF 3 feet wide shall be provided around the perimeter of the slab for no synthetic fiber reinforcement. 1 O G. Vapor barrier shall consist of minimum 6 mil. polyethylene. • NOMINAL DESIGN WIND SPEED (MPH - Vasd) H. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. Contractor shall report any differing conditions to the Engineer of Record prior to commencing work. I 1 3.19 CONCRETE � • BUILDING RISK CATEGORY A. Concrete and Steel Reinforcement shall be in accordance with FBC-Building Chapter 19. DIMENSION OF END ZONE IN FT. 4.0 Minimum concrete cover shall be as follows: • WIND EXPOSURE CATEGORY END ZONE IS LOCATED AT BUILIDIt G CORNERS Concrete cast against and permanently exposed to earth 3" 0. 1Q Concrete exposed to earth or weather: #6 - #18 bars 2", #5 bars or smaller 11/2" • INTERNAL PRESSURE COEFFICIENT GCpi (+/-) C� Concrete not exposed to weather or earth: primary reinforcement for beams and columns 1 1/2" B. All continuous reinforcing steel in beams, columns, and footings shall be lapped a minimum of 36 bar diameters or 25", whichever is greater. C. Horizontal beam and footing bars shall be bent 25" around comers or corner bars with a minimum 25" lap (UNO). 3.21 MASONRY W 1. Masonry construction shall be in accordance with FBC-Building Chapter 21 and in accordance with the Specifications for Masonry Structures ACI 530.1-08. ACI limits U the grout lift height to 12 ft and requires a 1-hour Initial set time between lifts. Z 2. For masonry construction, provide pre-cast concrete lintels over all openings (UNO). Lintels shall be of sufficient size and reinforcement for the given span loading ' . t < conditions. W 0_ 3.2308 VERTICAL FRAMING WOOD p 0 Use 2x studs for all exterior and interior walls U.N.O. in these plans. Space studs 0 16" o.c. of all exterior, interior bearing walls, interior shear walls, and 016" o.c. at lV) all interior non-bearingwalls. v, y Use SPF #2 (or bettetop plates and PT SPF #2 (or better) sill plates. W Q Wall sheathing shall be min 7/16" APA rated sheathing. 0 3.2308.2.2.1 INTERIOR SHEARWALL SHEATHING W U GENERAL: Q EDGE NAILING is required at the bottom and side edges of the sheathing. W Lit RATED SHEATHING: I•- m Where interior shearwall indicated, underlay with 7/16" Rated Sheathing fastened with 8d nails. Unless noted as above, space nails 0 6" o.c. edges, and 12" o.c. intermediate. � Q U 3.2319 ROOF AND CEILING FRAMING Z :2 F•- 1. Roof and Ceiling Framing shall be in accordance with FBC - Residential Chapter 8. Prefabricated structural trusses shall comp+ with NFPA National Design Z Specifications for Wood Construction, TPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC. All prefabricated-wood trusses shall be fastened to 00 Q their supporting walls or beams with hurricane ties or anchors. 0 2. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at end reactions of all girder trusses. I--- 3. The contractor shall approve fabrication and installation drawings showing size, shape, and layout. Q 3.2322 ROOF SHEATHING Use 7/16" (specific grovity>0.49 (Douglas-Fir, Southern Pine)) Rated Structural Sheathing (or 4-ply 15/32" CDX Tile Roofs) with fastening schedule as follows: DRAWN BY Use 8d ringshank nails 0 6" o.c. edges and 12" o.c. field interior zone; uno. ,40B Use 8d ringshank nails 0 6" o.c. edges and 6" o.c, field perimeter zone within 4 feet of roof edges & either side roof peak; '` Use 8d ringshank nails ® 4" o.c. edges and 4" o.c. field at gable ends. DATE 3.2313.4 GABLE ENDWALLS FILE COPY 426/2016 Provide platform framing in attic or balloon frame wall studs at all gable ends. SCALE AS NOTED DESIGNED BY REVIEWED FOR CODE COMPLIANCE D VL CITY OF ATLANTIC BEACH JOB NO. SEE PERMrTS FOR ADDm0104A- 160407 I REQUIREMENTS AND CONDITIONS � SHEET No. R�vIIEwFO Inr: oAtE: �� �~ � ^""`0� 1 OF 6 0 0 0 O tU w > Ln W Of Z_ o co ui Q M Z � 0 Z Al Z5 � � 0 S3 ~ 4x4 SYP PT. w w w w POST w/ ABU44 u) N v -F— OVER 2'x2'xl2D U o I ig _, It CONC FTG w 14' � Z y �-� S — -I SQ. CONC. 0 0 ( _ I PEDESTAL v 04 4 0 44 SYP PT. I POST w/ ABU44 OVER 2'x2 x12D J I CONC FTG w/ 14' I c° 3'-0" 21'-9y" SQ. CONC. %.%%�1 PEDESTAL I S3 • .....,. I JGp: ''.12) I • I • I • •� co of) : •• •Z W I I i 44 SYP PT. �w Itz;FOUNDATION PLAN NOTES6" WER Q R SS I POST w/ ABU44 100000 :v �- �.• OVER 2'x2 1. REFER TO FLOOR PLAN FOR ANY I 'n I 'xi 2D " I ADDITIONAL WALL LOCATIONS AND DIMENSIONS. I CONC FTG w 14 CONC. 2. REFER TO SHEET S3 FOR FOUNDATION ( ��� " �••��� ESTAL * � SECTIONS AND DETAILS. F S3 ��ttittt��� I B1 3. 4" CONCRETE SLAB W/ 6x6 W1.4xW1.4 I I WWM OR FIBERMESH OVER 6 MIL VAPOR ( S3 BARRIER OVER COMPACTED FILL – TERMITE TREATED. I 4" CONCRETE SLAB W/ 6x6 I 2r 6" N1_3 n W1.4xW1.4 WWM OR FIBERMESH V 4. RECESS SLAB 6" ® SHOWER & TUBS. I OVER 6 MIL VAPOR BARRIER I OVER COMPACTED FILL -- – 5. 1/2" x 10" ANCHOR BOLT w/ 3x3x3/16" I TERMITE TREATED. &N I At PLATE WASHERS AT THE FOLLOWING LOCATIONS: ��p `y A. 8" ADJACENT TO EACH CORNER 4x4 SYP PT. I Y C1 B. 12" EACH SIDE OF WALL OPENING POST w/ ABU44 I s3 C. 24" o/c EXTERIOR BEARING WALLS OVER 2'x 2D I D. 6'-0" o/c INTERIOR BEARING WALLS CONC FTG w/ 14' A / SQ. CONC. oA 6. CONTRACTOR TO NOTIFY ENGINEER OF PEDESTAL I 10'-10" 2'-8" 13'-2" m c RECORD IMMEDIATELY IN WRITING IF DISCREPANCIES FOUND BETWEEN FIELD I _Y CONDITIONS AND ENGINEERING PLAN. I E ---------- ---- o 01 S3 z �^ I 4" CONCRETE SLAB W/ 6x I W1.4xW1.4 WWM OR FIBERME H CL I Bi OVER 6 MIL VAPOR BARRIE _ A I S3 ® O� FILL TERMITE TREATED Z INTERIOR BEARING WALL I U � z llhF_ — I A N 44 SYP PT. Q Al I TBD x a POST w/�ABU44 0 z i h C o OVER 2 x2 xl2D z 0 S3 I CONC FTG w/ 14' I 20,_0" 61_2n 9_4,r 5' x PQEDE AL� 0 Q a a S3 81 0 LB1 0 " SH S3 � REC S •----- -- i-v —�---- -- — -- C1 IS3 OV Al Al x4 SYP PT. S3 S3 POST w/ ABU44 OVER 2'x2'x12D w C 1 CONC FTG w/ 14' Al SO. CONC. U S3 S3 PEDESTAL z Ld Q _0 0 o� FOUNDATION PLAN 0 0 4 W 0 U J Ld Q W to ry Q Q V Z : z LL. 00 Q 0 S Q DRAWN BY AOB DATE 4/26/2016 SCALE AS NOTED DESIGNED BY D VL JOB NO. 160407 • SHEET No. ' COPY ..- S20F Iw-- Q 2x_ PT PLATE W/ 1/2 of 10" ANCHOR BOLT 4" CONCRETE SLAB W/ 4" CONCRETE SLAB W OR THREADED ROD PER 6x6 W1.4xW1.4 WWM 3 6x6 W1.4xW1.4 WWM STRUCTURAL PLAN OR FIBERMESH OR FIBERMESH I -TiT d / \ / V) / VAPOR BARRIER z \\ 4 CONCRETE SLAB W/ w \ \\ \ 4 CONCRETE SLAB W/ O U-1 / \� VAPOR BARRIER cn z 6x6 W1.4xW1.4 WWM F Ln Z GROUT ALL \ /� 6x6 W1.4xW1.4 WWM = GROUT \\\-''\ 8" CHAIR BLOCK WFIBERMESH °' 5 CELLS SOLID \\ \ \ OR FIBERMESH o ALL CELLS \ , / OR a a SLAB ON o \/ 8 CHAIR BLOCK W/ �' SOLID \�-'� /\/ (1) #4 CONTINUOUS ° • GRADE, cn 0 00 \\/ \\/ (1) #4 CONTINUOUS _ �n _ \� \\� A �� ° SEE PLAN. o \\/ // a / 8x8 x16 CMU BLOCK W/ \� t ,� \\ , 8 x8 x16 CMU BLOCK W/ �, �/ / I /� / 1 4 IN GROUTED CELL N \/\ (1) #4 IN GROUTED CELL \/ / °. \/\/ \/ / / \ \ a \ ® 48 o/c w/ STANDARD 1#4 CONT. ui /\/ \ �--® 48 o/c w/ STANDARD HOOK 8c 25" MIN LAP W \\� \ '' i \\ \\ " / �i / �\ \, �'\ / /\/ / \ /\ THICKENED EDGE /\� HOOK & 25 MIN LAP W/ \ ./•\\ .� \/� \ \/ WALL REINFORCEMENT / \/\ WALL REINFORCEMENT / / \\ \� \ / / \\ w 1— 4 CONT. /\\/ \ 1 1 w 2 4 CONT 1—STORY WALL) / \\ �� \�\/� / # 12D1 w 2)# 4 CONT (1—STORY WALL) o 1 go B2 w 3 4 CONT 2—STORY WALL / / /\ ww u; a 2 /( ) # C � � / \\� 1 » _ Wim ° � � \\\ .��� i D2 w/(3) #4 CONT (2 STORY WALL) z : '� a 8 © U __ Cl (2) #4 CONT FOR t=10";(1—STORY WALL) z � " Al (2) #4 CONT FOR t=10";(1—STORY WALL) = C2 (3) #4 CONT FOR t=12";(2—STORY WALL) w Wr CO N � 4" A2 (3) #4 CONT FOR t=12";(2—STORY WALL) U0O ^o = S Qm Y °u-e a°TURNED DOWN EDGE FOOTING coINTERIOR BEARING STEPrEEXT RIOR STEMWALL FOOTING B INTERIOR BEARING FOOTING EXTERIOR STEMWALL AT GARAGE DcoA 3SCALE: 3/4" l'-0" 3 SCALE: 3/4 = l -0SCALE: / 1 — 1\11 —0" 1SCALE: 3/4" = 1' 0 J 114" P.T. SYP#.1 DECKING (2)2x8 P.T. SYP #2 (1)SIMPSON ABU44 POST ANCHOR W 2 cs-10d RING SHANK LEDGER W 5/. "Oxl0" L . w/ '/2"Oxl 2" ANCHOR BOLT AND �� 12-16d COMMON WIRE NAILS STAINLESS STEEL NAILS AT A.B. ® 16 O.C. STAGGERED. 2 EC A H INTERSECTION i J ••� co CON L p �• Z SIMPSON LUS28 —— —— SOLID. „y • 4x4 POST Q • Q SIMPSON HGMA10 14 c~n ' w/4—SDS Ya"x1 Y2" TO /\� 2_ 3 A.,' JOIST AND 4-Y4 x2Y4 w HAIRPIN , Q� TITEN TO CMU TIES. \\/\/� \/\\ GRADE d- : ° 2x8 P.T. SYP#2 FLOOR JOIST CSD FL00 16„ O.C. \\�\j� » \� \\� 14 SQUARE (1) #4 .CONTINUOUS �k\\ Z � - ` / a a C O N C. PILASTER '/ / 2—#4 VERT.X� \/ >I'\ /\/ \ eloll o e TYPICAL FTG SEE PLAN ISOLATED FTG WZ CONC9 PEDESTAL V) rF TYPICAL PORCH SECTION rG _ S3 SCALE: 3/4” = 1'-0" S3 SCALE: 3/4" = 1'-0' Q H W Nk. Z b o � z Q z o o Q L -� w 0 Z Q W o 0 0 oc � a LTJ �- � Q o = .J W U W �- m ry Q Q U Z z V— 00 <t 0 0 <t DRAWN BY AOB DATE 4/26/2016 SCALE AS NOTED DESIGNED BY DVL JOB NO. FILECOPY 160407 SHEET No. 3 OF 6 O NOTE: LVL 2.0E MIN UNO (2) 2x6 -1/1 HEADER / BEAM CALL—OUT LEGEND 2 ROWS 16d 0 (3) ROWS 16d 0 12' o/c EA SIDE 12 o/c EA SDE (2) 2x6 -1/2 WHERE: (2) NUMBER OF PLIES IN HEADER 2x6 SIZE OF HEADER MATERIAL _ 1 NO. OF JACK STUDS EA SIDE OPENING 2 NO. OF KING STUDS EA SIDE OPENING 2-PLY BEAM 3-PLY BEAM I 0 (D 1- (2) ROWS 1/43-1/2'/2' N x N SDS SREWS 0 12 o/c y LEQEND EA SIDE w-L-Tjj x SHEARWALL SEGMENT 4-PLY BEAM W N � "q- U-)SHEARWALL HOLD-DOWN WO ® BUILT-UP BEAM DETAIL .-- (2) 2x6 -1/1 z 1-1/2 (2) 2x6 -1/1 OVER DORMER w o w WINDOW (2) BEARING z N p v BUILT-UP COLUMN NOTES: S STUDS UNDER 4x4 SYP PT. z BEAM 2 2x10 SYP 2 w m w ( ) # POST w/ ABU44 � �� .. 1. TYPICAL CONNECTION FOR o co -� N U O WALL HEIGHTS FOR: STUD COLUMNS, JACK TO `V 0 0 a = 130 MPH (Vult), ENCLOSED KING STUD ASSEMBLIES, do ° 2x4 MEMBERS: ® Z 9 BRITTLE FINISHES L/240 CORNER POSTS. (1) ROW OF 1 Od (2) EARING (2) 2x6 -1/1 (2) 2x8 -1/1 00, - co STUD SPACING GRADE / SPECIES MAX HEIGHT NAILS O 6" O.C. STUD UNDER ) 2x6 -1/1 (2) x6 -1/1 ca v O „ F 9'-1 1 8" 2. CONNECTION REQUIRED ° STAGGERED 4x4 SYP PT. BEAM CO <0 LL 2x4 16 o.c. #2 SP / POST w/ ABU44 „ FOR EVERY PLY IN ADDITION N 00, 2x4 12 o.c. #2 SPF 10'—1 1/8" TO 2-FLYS, 0 2x6 MEMBERS: -' 2x6 16" o.c. #2 SPF 13'-7 1/8" (1) ROW OF 1 O ® o 2x6 16" o.c. #2 SYP 14'-7 1/8" 0 NAILS O 4" O.C. N 2x8 16" o.c. #2 SYP 20'-7" STAGGERED (2) 202 SYPh2 2x10 16" O.C. #2 SYP 23'-0" 1040 cX .� ��� �•,••••••���• � 2x8 MEMBERS: � 41.0 0 (1) ROW OF 1 Od v FLEXIBLE FINISHES L/120 NAILS O 3" O.C. L�.J N m %-0 • STUD SPACING GRADE / SPECIES MAX HEIGHT STAGGERED 2x4 16" o.c. #2 SPF 10'-1 1/8- ° d in 4x4 SYP PT. :>; � r 2SPF#.c . o " 1 2 11'-1 1/8" o POST w/ ABU44 . 2x6 16" o.c. #2 SPF 16'-1 1/8" 2x4 SYP2 OR 2x6 SYP2 N 10 mob Z � � • 2x6 16" o.c. #2 SYP 17'-7 1/8" 01-% 04 2x$ 16" o.c. 2 SYP 23'-1 1/8" -' ',� # BUILT-UP COLUMN DETAIL � I v pQo 2x10 16 o.c. #2 SYP 26-1 1/8 0 0 ?J, N (2) BEARING L`- STUDS UNDERIF" N04 BEAM r- I x 00 N x (2 N � N u STRUCTURAL PLAN NOTES; SDWC SCREW UPLIFT SYSTEM 1. STUD TO SILL PLATE. USE 1 SDWC 15450 SCREWS ® 32" o c. 4x4 SYP 44 O / POST w/ ABU44 S VU Z 2. STUD TO DOUBLE TOP PLATE. USE (1) SDWC 15600 SCREWS ® N i 32" o/c. N x n V_ N 3A. WALL OPENINGS 3'-1" AND GREATER (UNO). N N N J USE (1) SDWC 15450 SCREWS PER JACK STUD SILL PLATE & (2) v (2) 2x12 -1/2 N Q SDCW 15600 SCREWS PER JACK STUD TOP PLATE. cr_ oe x 3B. WALL OPENINGS 3'-0" AND LESS. NO SCREWS REQUIRED (UNO). (2) BEARING (— STUDS UNDER (2) 2x6 4. SHEARWALLS. SHEARWALLS ARE SHOWN. APA RATED Vis" BEAM u MINIMUM STRUCTURAL PANELS INSTALLED W/ 8d NAILS O THE ry FOLLOWING: SW : 4" o/c EDGES & 6" o/c FIELD (00 SW2: 3" o/c EDGES & 6" o/c FIELD • ix z 5. SHEARWALL HOLD-DOWNS N U a. SHEARWALL CORNERS. STUDS TO FOUNDATION W/ HTT4 I I_J 0 HOLD-DOWN. © U b. 2ND FLOOR CONDITION. STRAP STUDS TO FLOOR BELOW W/ x LL Z (2) MSTA36 STRAPS. N N J N 6. PORCH BEAMS TO POST W/ (2) MSTA24 STRAPS. _o -0 x 000 N Poop M 2) 2x6 -1/1 ( ) 2x6 -1/1 ( x8 - 1 0 L( .1 1 SW 00,- (2) 2x6 -1/1 IV LL.I U Z Q W o 1ST FLOOR STRUCTURAL PLANo of y,�_�,-�» _ O 4 (� LJ w O = _l Ld v J w L 0 F_ m Q Q U Z �- LLZ O J = co <C DRAWN BY A06 DATE 4/26/2016 SCALE AS NOTED DESIGNED BY D VL JOB NO. 160407 FILE COPY SHEET No. 4 OF 6 W Q TRUSS FASTENING DETAILS Rafter to Top Plate shown �► (Truss to Top Plate similar) ,— N t-- J16 w Lijo LU J16 Net 00 STUD NOT DIRECTL B W SS 1 TYP. in M S5 p ® Do not install SDWC F— hatched area X SDWC15600 w STUD DIRECTLY TOP PLATE TO 1 1/2" MIN BEL TRUSS SDWC15600 STUD SDWC15600 Overha 2" MAX J16 J16 TRUSS TIE DOWN WITH SIMPSON SDWCSDWC INSTALLATION RANGE J6 ,` w s Rafter to Top Plate shown Truss to Top Plate similar \�\ Tower Roof co Optimal 22ND' Rafter or Truss Z_ 8 di minimum edge \ W Ill a Cf) 10' a' distance for full \\ W p W �• values (wig or may be in upper or Z 0 U Z without o ate W p & ~ splice) lower plate Z J � O N �- W W :10Wx ISTUD DIRECTLY O 0 ^a = BELOW TRUSS . x' from top plate. splice Offset TYP. 06 N Y 0 Q for full values STUD NOT DIRECTL z SDWC15600 TOP PLATE TO IBELOW TRUSS (3) BEARING 1 Q &t LL STUD SDWC15600 STUDS w/ (2) BEARING S5 {2} BEARING V N (2)H2.5A STUDS STUDS figk 1.Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "Wrdsmouth" cut. LO tK 2. Reference detail 4 for installation instructions. V\f-/SIMPSON SDWC INSTALLATION RANGE SDWC AT TOP PLATE SPLICE (2) BEARING �� sTuos �2 . y J2 J25 G [(3� .4c Cr Q.Z e • V26 24J2b " o. 24" O.C. ' �,h• •�j ••• ••••�` J36 ,_` �s (2) FARING � 0 D N N 03 a, os 7 STUD NOT DIRECTL " 1 = z JULLOW TRUS N (2) BEARING SDWC15600 SEE INSTALLATION RANGE DETAIL FOR ANGLE LIMIT STUDS w/ � (2)HTS SDWC INSTALLATION Cj 'i cl , FRAMING PLAN NOTESJLJ_ L: 1. ROOF SHEATHING SHALL BE APA RATED 7/16" OSB MIN ATTACH W/ 8d N N N N N RINGSHANK NAILS SPACING ® _ N11-4 IRA I 9P A. 12" o/c FIELD & 6" o/c EDGES INTERIOR ZONE _ _ _ '04 0 N v, CIO � � B. 6" o/c FIELD & 6" o/c EDGES PERIMETER ZONE _= zo Ll C. 4" o/c FIELD & 4" o/c EDGES GABLE ENDS N01 N N N 2. ROOF TRUSS CONNECTION: NOTE THAT ALL TRUSS CLIPS ATTACH TO (2) BE ING a ( ) B�ARIN Q EXTERIOR SIDE FOR STRUCTURAL PANEL UPLIFT SYSTEM (CUP). STUD w/ = S w/ r z = JO3 —� E (2) 12 a— LO A. D03 ............................................ (2) HTS20 8. D01 ............................................ (2) MTS12 24" O.C. " "tol-I C. 601, 805, G02, G10, K01, KOS, RO1.. (2) H2.5A D. ALL OTHER TRUSSES................. (1) SDWC 15600 SCREWS TOP PLATE. 0 z J05 -- E. PERMANENT BRACING SHALL CONFORM TO BSCI 1-03. ) :2 U Q Z 3. BEARING STUDS AT TRUSSES & BEAMS (SPF2): ) B ARI ) B ARI (3) FARING Nry A. 001, D03 ...........................................................(2) BEARING STUDS DS w STUDS S DS w/ B. G10, H01, K01, KOS, R01...................................(3) BEARING STUDS ) tv T 12 ( H2. ( )H2.5A co CV p p © Z U CO N N NO lip 1: 11 0 _' -, J03 O Q N V TRUSS PLAN GENERAL N TEES:_ E�- a,o E�„ ARING STUDS o /Z ONLY BEARING STUDS WITH GREATER THAN 2200 LBS ARE INDICATED ON TRUSS PLAN. r F- t- = 2 UPLIFT CONNECTIONS 01 OF (3) BE I J13 tib ONLY TRUSSES WITH GREATER THAN 615 LBS ARE STUDS / �P �� INDICATED ON TRUSS PLAN. (2)H2. "OTHER BEARING STUDS AND UPLIFT REQUIREMENTSrC C C C C C: D 5 ° ARE LISTED IN FRAMING PLAN NOTES /=C01) = PO1 9 W U 5 z Q W SPLICE 2x6 x 3'-6" P.T. SYP NO.2 ���` 8 _ o EXPOSED RAFTER TAIL TO EACH ROOF ��'� N ��j o TRUSS ® 24" 0.C. �� � co N (2) BEARING (2) BEARING , �� O p c%C[ 06' OJ , '� O STUDS STUDS (2) BEARING W, (2) BEARING STUDS w/ 1 � L� STUDS S5 Q 2x4 P.T. SYP#2 (2)H2.5A BLOCKING CLOSURE FASTEN O / W U 2, w/ 3-8d TOE NAILS. RIP -J Q • `p.. DOWN TO REQUIRED DEPTH PRE-ENGINEERED o ~ m WOOD ROOF TRUSSES. \ Q Q U 8d COMMON ROOF FRAMING PLAN z :2z " WIRE NAILS \ y41111=1 -0 Li- 00 Q @ 4O.C. \ :DO J STAGGERED = co Q DRAWN BY AOB UPLIFT DATE CONNECTOR 4 26/2016 SCALE DOUBLE AS NOTED TOP PLATE DESIGNED BY 11-411 D VL JOB N0. 1 TYPICAL RAFTER AIL DETAIL FILE COPY - 16040' SHEET No. S5 SCALE: NOT TO SCALE 5 OF 6 H SDWC 6" SCREWS O 32" o/c Q TOP PLATE TO HEADER (3) SDWC 6" PRE-ENGINEERED TRUS ENG.COC FRAME SCREWS SHINGLES o SYNTHETIC FELT UNDERLAYMENT ROOF SHEATHING {7/16 OSB) HEADER SIZE PER STRUCTURAL PLAN HEADER SIZE PER STRUCTURAL PLAN SECOND STORY TOP PLATE ELEV. R-30 INSULATION CORNER OF GARAGE (2) SDWC 4.5" SCREWS EACH END ALL JACKS TO HEADER OF HEADER UNO w/ (1) SDWC 4.5" SCREWS KING STUDS PER PLAN PRE-ENGINEERED TRUSS 2x FRAMING PER SCREW SYSTEM STRUCTURAL PLAN p KING STUDS PER PLAN T-1-11 ON UNDERSIDE OF F= ROOF SHEATHING FASTEN ADJACENT KINGS TOP OF PLATE VARIE AND JACKS W/ (2) ROWS 2x SYP2 LEDGER ATTACH U WIDTH VARIES _i JACKS PER PLAN OF 1O ® 8" O.C. TO EA STUD 2-2X TOP PLATE 6" ALUM. EAVE DRIP w _ ADD SIMPSON PA51 STRAP WHEN JACKS PER PLAN ATTACH Wf 12x3-1, DRYWALL PER BLDG. CODE P.T. 2X2 FURRING STRIP O GARAGE WING WALL < S-6" WALL SHEATHING SHALL BE 7/16" F_ 200 SYP2 LEDGER (2) #12 PER STUD (WALLS & CEILINGS) (3)2x STUD CORNER MBEDDED IN CONC. FILLED STEM P.T. 2X6 RAFTER TAIL WALL. FASTEN TO KINGS w APA RATED SHEATHING WITH 8d j •- N M � � / ALL JACKS TO BOTTOM PLATE NAILS 0 4" o/c AT ALL PANEL Lu j 18-16d NAILS. SDWC 4.5" SCREWS EDGES AND 6" o/c IN FIELD (TYP-UNO) 1/2" x 10" ANCHOR BOLT 3 %4" TO 5 4 W/ 2" WASHER AS PER TYPICAL WALL SECTION ZCID� P.T. SOLE PLATE I 1/2" x 10" ANCHOR BOLT w W o W M 16" MIN. EMBED. I W/ 2" WASHER AS PERi/ Z co O a $' OF PA51 IN CONC.OF WALL SECTION z � - FILLED STEMWALL. Z w m w TRUSS LEDGER DETAIL r . gwH TYPICAL WALL OPENING DETAIL 0zz o= co N .�2 s THICKENED SLAB EDGE UPLIFT SYSTEM I j 7/16 ZIP BOARD. N n a °o AT GARAGE OPENING. SDWC )CREW a04 � � TYPICAL GARAGE DOOR OPENING DETAIL o/ 7/EMENT LAP SIDING 16 ZIP BD. SDWC SCREW UPLIFT o/ 7/SYSTEM IF OUTLOOKER IS > 32" FROM FASCIA, APA OR TECO RATED SHEATHING TO SW# USE (2) 2x4 ® FIRST OUTLOOKER ONLY MATCH ROOF SHEATHING 2X WOOD STUDS � BLOCK SHEATHING EDGE FASTEN SHEATHING TO FRAMING 2x4 SYP OUTLOOKERS ® 16" O.C. %J1111111111 11 < 12" ® 24" o.c. W/ (1) H5 AT EACH ♦♦ ,cj �;•� ��'r�� APA OR TECO RATED SHEATHING FASTENED W/ IN 4' OF GABLE TRUS AT 3" / 6" o.c. W/ 8d AILS OUTLOOKER TO TOP CHORD OF GABLE TRUSS ��♦ P:••' ��I/j' TO FRAMING PER SHEARWALL TABLEJ OVERHANGS 12" - 24" 0 16" o.c. W/ (2) H5 AT EACH �� �� '• (BLOCK ALL PANEL EDGES) SCREW SYSTE R-11 INSULATION OUTLOOKER TO TOP CHORD OF GABLE TRUSS 4" CONC. SLAB w/ --P.T. 2X SOLE PLATE >; (a � J FIBERMESH ON 6 MIL V SHEARWALL ATTACHMENT (CUP) METHOD: VISQUENE to% �`t • H GABLE TOP CHORD 1/2" 0 ANCHOR BOLTS SPACING �C�:• � 8d COMMON NAILS SW 3" o/c EDGES & 4" o/c FIELD (4) 0.131" 3" TOE OR FIN. AS REQUIRED ��� • •• •�•.• J NAILS ® E OUTLOOKS FLOOR iii Q� ♦ �`- (2) ROWS ® 3" o/c TOP PLATE & SILL PLATE TO TOP PL GABLE TRUSS •••• TOP PLATE SPLICE AS SPECIFIED BY TRUSS MANUFACTURER / ���/�����/ •, Z \ \ \ \ \ \ —•2x L–BRACE ON GABLE CHAIR BLOCK " R (MIN. 2x4 #2 SPF W/ 6" o.c. 0.131 cox 3 ��j��j��/��j� r. _ SW1 & SW2 SHEARWALLS REQUIRE MIN 48 OVERLAPS NAILS ® MAX. 24 o.c. W/ MIN (24) 0.1310" NAILS ® TOP PLATE SPLICES �\ �\ �\ OR 2 MSTA24 W 9 10d END, CENTERED ON EACH STUDS PER ( ) / ( } SPLICE CLIP END OF LATERAL BRACE TO GABLE I" •t•• PLAN BOTTOM CHORD W/ (1) H5 CLIP CLEAN, WELL COMPACTED, �j�� . :.• TERMITE TREATED FILL 1- #4 ROD IN FILLED CELL _ GABLE BOTTOM CHORD TO TOP PLATE W/ �\� �� � �� ® 48" O.C. MSTA18 STRAP W/ (7) 10d END ® 48" o.c. // /� /� /� 8" CONC. BLK. FOUNDATION WALL OR 0.131 x 3 TOE NAILS TO TOP PLATE ON CONC. FTG. W/ RODS CONT. ® 3" o.c. STAGGERED AS REQUIRED 7/16" APA OR TECO RATED SHEATHING W/ 8d NAILS ® 6" o.c. ALONG ALL PANEL EDGES AND 8" o.c. FIELD. TYPICAL LAP SIDING WALL SECTION BLOCK ALL EDGES {CONTINUE SHEATHING TO MIDPOINT \.I�RnmHTT+4 ANCHORS OF GABLE BOTTOM CHORD) (n 2ND FLOOR; (2) MSTA36 STRAPS 2x4 #2 SYP LATERAL BRACE W/ _ (3) 0.131" x 3" NAILS THROUGH BRACE 2x4 X-BRACING AT MID SPAN AND 0 QUARTER POINTS =1 TO FLOOR BELOWINTO EACH TRUSS BOTTOM CHORD. OF GABLE. EXTEND X-BRACES INWARD MIN. 8' AND ATTACH Q EXTEND BRACE TO FOURTH INTERIOR` TRUS TO EACH ADJACENT TRUSS W/ (3) 0.131" X 3" NAILS I'— MATCH LOCATION & SPACING OF ADJA T X-BRACING MAX. X-BRACING SPACING: LTJ FRAMING DETAIL < 4 /12 PITCH ® 8' Q SHEARWALL4 /12 - 7 /12 PITCH ® 6' o.c. > 7 /12 PITCH 0 4' o.c. I 2ND STORY QC j TOP PLATE ELEV GABLE END BRACING DETAIL cr z 112 :D EXISTING ROOF DECK INFILL U (. APA RATED SHEATHING 0 (1) ROW 8 SPF#2 ry RINGSHANK NAILS STUDS I— Q 0 3" o/c {TYPICAL} OVERFRAME W/ 2x6 SYP#2 RAFTERS O 24" o/c ~ COLLAR TIES O 24" o/c W/ (8) 12d NAILS EACH END 2x8 NAILER ATTACH 41 TO ROOF DECK W/ (1) A35 CUP RAFTER TO SLEEPER (2)SCREWS"EALAG CH W/ (9) 8d NAILS EXISTING RAFTER ROOF DECK NAILING PATTERN: EDGE: 8d RINGSHANK O 4" o/c FIELD: 8d RINGSHANK O 6" o/c EXISTIN RAFTERS/TRUSSES 1ST STORY`S TO REMAIN TOP PLATE ELEV.+I W ROOF OVERFRAMING DETAIL z Q w o 00 0 APA RATED SHEATHING V) � LL_ RAFTERS PER PLAN w �- ¢O CONVENTIONALLY FRAME ANGLED x_ CORNERS W/ 2x6 SYP#2 J Q Q RAFTERS O 16 o/c — ATTACH TO PLATE W/ (2) H2.5A CUPS do LUS26 TO RIDGE TYPICAL F- �•J \-2x6 COLLAR TIES 0 24" SPF#2 = Q Q U = o/c W/ (8) 12d NAILS INFILL RAFTS EACH END _H z z BEARING FRAMING DETAILCONVENTIONAL � o _ Q DRAWN BY WALL SHEATHING--• AOB PANEL INSTALLED DATE VERTICALLY OR HORIZONTALLY 4/26/2016 8d NAILS ® 3" 2x BLOCKING SCALE o/c EACH w/ 7/16" AS NOTED PANEL EDGE SHEATHING FLATWISE DESIGNED BY ATTACH W/ (3) D VL WALL SHEATHING 12d NAILS EACH PANEL END JOB NO. FASTEN PLIES TOGETHER FILE COPY 160407 w/ 0.1310" GUN NAILS, 2 ROWS ® 4" O.C. (TYPICAL SHEET' No. SHEATHING SPLICE @ MIDWALL6 OF 6 STUD SPLICE DEIAL � . - .. �, �- , �� ..t . ...�'.' .�I �....., I I ..1 I. I .. � . . � I . I 11 - I �. . I I . _ . _ -- .1 1. - I . .. . _ ` : I .. I 1. I - 111- _ 1 . . . .I.. � ­­� I � . . . �s V . . I 11 � . . . . , � � I I j I it I . .I I . .1. .. I I -� . 1. I '.1 - . . I I I I I it It A .as .a . � I � is 9 . s � I - �' l I�3 9 . . . co . Q W � � X � r- W � a � . 1. � . rx., 1 . � - . .11 _'_ .. . I ,:.: �_ I. ,. : ': .1 � 0 ►-�-' '�, LaT 133 .di I I 11� I �."..� �' -- .1...'' ­� � ­... I- . I 11 � I . ­ . . -1 �.__�' . � -.1. I I I 1,, .1 .1 - � .. . I I ­. " ... I -' . -I . - . - . . M a , WWo . . U) . . W co o ...I . .. I . I 1 7). 10'x10' LOT S CT. ., JEA-E.E. LOT HGT. 12.1 106.79 S 89= 27 38 E 10.9' f t 1 rR&MNAGIiv SILT FENCE DRAINAGE IAT��lA IiGT' DRAIriAG DRAINAGE iv w C3C'lr jj ' 1. f _.�# 1 11.5 -.1•�- ..r--4 w C STRUCTION xt73 „Z 115 B.R.L. ^ p0 -O-LEzEl %0%,low-�- -� o_ .� �oou?Mumtilt:. ::;v;:;;;:;-" "SAvifdliuuuutYt:. i « :'ffi:iilui."'":1�"i:.. "......_ :auv"�uYY. :Y�gtwt ^> r`r�"" ♦1� O' C7,'? _......_...�......:.b;.Gw.`.;.......�..««.:...• [+xaairs% i =i !� i ij `01. ¢j (�00,..._. • .2t. . �t - % I . _.­ c...) ;? ;Iai3O,Ipp.. L.^ ••. •. "t 1hg,•1! ! { t }I 11 ! i'.4 0 �• - ? Ir*IT ... _ _. . _ , s _ ......v.v......W 7 : :}. ;i 3 I `e• b moi" t ECONST. : «.....«___._"........ "..... _ I rr' s " ! :i:tt,t ` UaIPSTER U�{ ..................................... .._............ .... i `t� P cit I " ►» ' "... _...". •�:i :i t. - - i " 0 , . . ...,« I ax c� ! tK at . �: i... ZZ�� -. - r !!j i : : �_ o 2. �.�1 'a � � . ?_ - ..,.•0,/,106.!.. :i .,i iI _ , _ �� - - _ - O i i fi: l:' iif:u:tsfm:xtiixentte It..t• .! r 1+ - U !_ I !. i. ! i { . O it a! 1= rrao%w.;u:e:' Q ..».. ......."......._I..... .. .• .i r! 1. I• •= r i i . rt3v ° «............ ;� . :!: i _ s _ O ::........_........................._.•......_......-.................._«»..__.... :! _: �''s i I i ? .iow " � , .¢ , . - • : s s: .. _ i = w . , «•.. _ !: :* CON �'� !: CRETE ! «...... i s i ti r ! /•\ �� 's to ti• I •i ." _.... m l_ w 11 Is : J+.»« 4. •i ..� I• ii il:,:.tt:.mansr�•=!! ....., iit Zi PAVER DRIVE ® . - W _ -3." 3 i• .. .• 7 t 11 ..................................... ...-.._- ...........•.... r O tI ', :: de 1PALR1fAY O r` 1 „/ ! O O F .may. F :;� r :: u ,, ..__....._.. ... ••. " {F .Ori. �: ii :1 •-'ii'• ` "1""'y i! "I ( I I t - - _ !'� "J � • w•a• ......... .. r !I nnNV t.."..........tf �I,.«.. of is Is Is aSi !! .... ..._..«.. ........... t1. t 1 ( :i is :! + -.! �J _(_ .: OST 1134 : ., j7/D T _ ......__........___...._..._ f 's .....".-.._t § _::::-{..... n:r'I t: I. I ._ (� • i 6 = y, II 1 I .,..«,l..� ..:-::;�nn*ii"',."...'•I 's : i I at- !! `e 11 11 r- !• ...... _ r I i x i cr.,`} i i� _ a \trl%A 1�11 % !i ""'w. w i. : ! iIx• *i = IS: 111 CA i I 'z• I s... s 0 t 1?-A t -:' -i r 3 --i �� iE: ::,5 .. i i. ... t....._»I •iI 1Q O t• rtrrr t fm •i I., �''TT O V'• r• - J' t•( i �i -...._ -... .,�_ �_ :1 is: _ki _.-i.. .._ - -- O . _.K.__ .. - -- _.. :. io 5' .R. �. SHOWER Y�' j RAINAG J��r�_'_ D---,-.-4 IAT HGT. D� DItJAIN• AGF. �- ''FENCE V% 1.4' LOT,H 117.75' N 89' 7' 38" W % 12.1 LOT HGT 10.8' - .. 1 „ Y rW7 _ 10- 81 -0 (B1 SQR.) 27-2 fn to _ - " . w V . � C_�) rI - WINTER LOT '1 5 � - . . . ' ' . . I � I �. 1 - : I I . � � .1I I ­'. .. ..'. .- ­ ­ - ... I I - I . I ­.. I - .1 ; � .� C �' E11 � � � . .. .... . i I � . ­'.­ .­' . I �::. ..... - 11 . I I � . � ...- . I-- . � � : ' . - . I � . . - � '. . . - .1 -I . :' :. ��.­' . . . ,� 11 SUMM R F_- , .. _ 1; C,' � : � . ;1 . � I j J �� - I . .. .- ,.: . I "I . . : 1. . . I � tAq:.' . � . I 1. - - I . I I . I . �. . I _I : . I i . I . I qI . . �� . - �� 1� I FILE COPY � . � ..: . .. - - 11 11 � - � . 4 . I " -1 . I ''. ..' : . I I � 1. I � . . . . . I . 1. I . I I J I I .,- 1. - . I - I . ­.. . .. I . _<4 1 1. ':­ I - � I- . .. I I I . . I., I . 7�"�.I I'' � . I. .:�. -1 I. - I 0 '' _ . � - SCALE o , -, t I " 0. 1 'L� . . - . 1 . ,..� - ____-_.-y____ 11 4� . . f . LOT COVERAGE �� a �..:.,.__..__ wI R F D ASN-HY: STA F __ "�. - - . I'l ' HOUSE, DRIVEWAY, SLABS & PAVERS -....__ 3641 S.F. .. .. � . NOTES : I OTHER NOTES , . : __.._"__'. . . CHECKED BY: LOT 6175 S.F. ' - -__1 I D E X O F P A G E S I . I I I . .�: I . . . � I t LOT COVERAGE _�».»._. :. 58.97% 1) OCCUPANCY CLASS: FOR ONE & ATE. _ GROUP R-3 (Al COVER s ET AND SITE PLAN ---- ARCHITECTURAL D AWINGS DRAINAGE (TYP "A" __ .TWO FAMILY , R � 2.24.16 . .. A2 FOUNDATI N PLAN ' 2) APPLICABLE CODES: 2014 FLORIDA A3 FLOOR P ._ FINISHED FLOOR ELEV. 12.60' BUILDING CODES, 2014 NATIONAL A4 ELEVATIO S 0 . __. . _ A5 ROOF P ELECTRICAL CODE, 2U14 FIRE ' r7 ��jr PRVENTION CODE AND COAB . 1 ­­ A6 ELECTRIC PLAN FLO 0 D [.�0 N.0 'X' A JOH NUMBER: CODE OF ORDINANCES. ENERGY STRUCTURAL DRAWN S 7 8 PLANS BY OTHERS ----- _ FORMS AS REQUIRED BY FLORIDA t ) ANY AND ALL ENGINEERING DRA11I GS TAKE11, $ _ NO CURRENT TREES ON SITE :Y . m. REVISED: ENERGY CODE PRECEDENCE OVER ARCHITECTU DRAlIINGS11 �. • I _ 1 . DWG�'N0: - I - �. � � I I 1 - 1 .1 I . I � - �. I ..... I.., 1. I 1 . 11 . I - I I . .. . � . . . a - .1 ­.' . � . � . 1 I I � I I I . � . , - -1 . I . . � I . 1 . * 1. I � � .11 I '' . . . ..� � .. � : '� . , '. . ­ . � . -_:_711 . . . - . I I e � I- , I I I I I -.1 I . . - -- 1 : 1 � ... I . I I I . . I I I . . I I At 6 ­_ � ._ .. - .11 . . - I 11 .. � . I - I _. _ .__ w _._ -_..__ ._ ._ , All claims for error or defective material must be made withir 5 days of recei t ofgoods andprior to installation. Otherwise said claim will be denied. LOADING CRITERIA p Roof Floor Top Chord Live Load 20 40 p.s.f. Top Chord Dead Load 7 10 p.s.f. Bottom Chord Live Load 0 0 p.s.f. Bottom Chord Dead Load 10 5 p.s.f. Total Load 37 55 p.s.f. Duration Factor 1.25 1.00 Building Code FBC 2014 RES Wind Standard ASCE 7-10 801711 Wind Speed 130 m.p.h. 101811 22' 10" 610" 17' 6 1/2" 14' 6 1/2" 4' 0" 3' 8" Wind Usage RES. CAT if 211311 311311 Building Exposure C Building Type Closed NOTE v� 160 cfl r. r.- c.0 LO tK It is the responsibility of the building designer or architect to N IN IN IN N 04 v� provide an appropriate connection for trusses to supporting - - - - - - - I structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and r- N M CO i� r r- i� (i? V7 V M N o J 2 their connections in truss space must be diagrammed b the V LO W J25 0 0 0 0 0 0 0 0 02 2 0 9(4) GO (3} 0 0 0 0 0 0 o I p 9 Y N IN l Y Y -� -� C9 0 C7 0 C3 0 0 I builder an approved truss layout prior to fabricaton. J2E Manning Building Supplies is a truss manufacturer whose N-jIr- "r o responsibilities are limited to those described in WTCA 1-9995 J25 2 O.C. 44 124" o.c. J2 (sections 6.0 and 7.0). Accordingly, it disclaims any T Q - 7' 0" -9',3 1/2" responsibilities for the the construction design, drawings, J26 = J36 I documents including the installation and bracing of trusses 0 � � � manufactured by Manning Building Supplies. N N N O J27 II = _ _ _ N D03 o I'll, '^ h N I , �J = • Warning: Ii N I II CO) 0 o Conventional framing, erection and/or permanent bracing is not ll _ - J 16 w w w J16 the responsibility of the truss designer, plate manufacturer, or 9' 3 1/2' truss manufacturer. Persons erecting trusses are cautioned to II seek professional advice regarding erection bracing which is 00I � � - N M M always required to prevent toppling and dominoing during N I See er Roof -cw IC) erection; and permanent bracing which may be required in II _ _ _ Layo o this page M 310' 31011 ; specific applications. See "Bracing wood trusses commentary and recommendations (BCSI 1-03) for further information. N N N N N I II > I I _ _ I I ��' N I III M Trusses shall be installed in a straight and plumb position. i I I I I���� M I I I o �' J16 J16 Where no sheathing is applied directly to the top and/or bottom N61 I '� chords, they shall be braced as specified on the engineered _ I N N N N (0 to N o o �� design. Trusses shall be handled with reasonable care during co N => _ J03 - erection to prevent damage or personal injury. o LO II 00— Tr) D 0 Approved truss anchor by builder. Approved truss anchor by builder. Tower Roof 2x4 minimum top and bottom chords. 2x4 minimum top and bottom chords. 7 0 Ii '7 � �� 24" o.Ci. 24" o.C. J04 Square cut overhangs. 12 Square cut overhangs. 12 T II N II 2' 0" 10" 1 Y91� o J05 rn 1g„ b / T. r- — fi o II CIO � Off J05 a a r / / 3-112" 12 12 � eld Field 3-1/2" AI-4 Applied BRG. ,Z" Applied BRIG. / ,._ r... J 04 n ss d nless note Il O N C:) / s o 0 0 otnervrise. T otherwise. U / _ °' �, `tX Typical Truss Ends Typical Truss Ends O e/ N N N o J03 _ _ Approved truss anchor by builder. Approved truss anchor by builder. c = F- 2x4 minimum top and bottom chords. 2x4 minimum top and bottom chords. x = _ Square cut overhangs. 12 Square cut overhangs. 0 J1 M O� 2 D s D O 6-916" 31.. 00 —— —�_ ----! — Q Q co CD F r �hZ" Field 3-112" O. 12 " Field BRG. &112" 12 Applied Of Applied Unless noted Unless note J27 III=1 -1 11=I I 1=1 11=1 i I III=1 1=1 - Q d. otherwise. otherwise. III 13 7off,/ 2' 0" 2' 011 71011 - I � r- �t' Typical Truss Ends Typical Truss Ends J10 I I J26 11 N M �r Ln (D III 10 _ _ It = _ _ _ _ _ ~ ~ 01(4 IIILO N J25 iI 1 ITI III m m m m m 9 J09 - - - - - - - _ - - - _ - - - - - (o - - -- - - - - - - III II-III-111 II-III-1 - - - - - - - - - - - - - - - - - - - - - - - - - - N N N J M I J 0 8 A jrO M N M M N LO T (,� M o 0 0 01, 19, 101, 101011 19' 9" 7' 611 22' 0" = Engineer of Record: Douglas V. Lucas - FL PE #49489 Wall Height Legend 12627 San Jose Blvd #603, Jacksonville Beach, FL 32223 9'1-1/8" Wa I I Hanger ScheduleoF�IC�_ COPY IIII�I 'IITII�IIT ; Hanger I I I-I I- 101-1/8 Wa I I HGUS26-2 5 = _ HTU26 32 Manning Building TH JA26 2 141-1/8 Wa I I Supplies, INC. 1711-1/8WaII 11155 Phillips Parkway Dr. E. Jacksonville, FL 32256 i Phone: (904) 268-8225 Fax: (904) 260-2981 WWW.MBS-CORP.COM Dougl V. Lucas, P.E. Date JAXTRUSS@MBS-CORP.COM Submittal for: Lucas&Scott Engineering, Inc, APPROVED Customer. APPROVED AS NOTED J A Long I n c NOT APPROVED Job Name: Hufnagel Residence Lot Blk/Subdiv 1341 /Atlantic Beach Country Club Scale: ate: Drawn By. Job Number. FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638..,.BLUELINX ON CENTER-LVL 15354 ...BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELiNX ON-CENTER RIMBOARD 15432 1/4" = 1'-0" /16/2016 JB J160038