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Tierra Verde Drive 1857 t Sills co MAP SHOWING SURVEY .OF MAP SHOWING SUR OF LOT 39, SELVA TIERRA, AS RECORDED IN PLAT BOOK 38, PAGES 28 AND 28A OF THE CURRENT PUBLIC IAT 39, SELVA TIERRA, AS RECORDED IN PLAT BOOK 38, PAG 28 AND 28A OF SHE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. RECORDS OF DUVAL COUNTY, FLORIDA. w ' , Square Footage Information ,,� D l�df?�' f�,c""Y,L/.QJ�I /�✓C . 1�d�4' R�'�'`"/'tl1�� �e oe/Q �4A,u - Cs,c>O/T/ov�o ••S'.oAc� 20 99 .�,�: . �'i9.e.S►es��'�7C�t7�- !/N-+�o.0©/T/odv�� SP•9e� ¢S¢�•/� A AW ���v4 /t�r••4r�ii�,4 t.�r�i�" �/�. 9 *,tel-Via ��.4�ii,.Q viii 7" �/C}• 9 � h �p. r3. 8c, vc. 2�> (P �• tea, '�,. 2�, Q ; � O C •r O *yam, ...1• GOO • •�• ! •p'yw's/e'Mas � e,a �s/�O •�EiI+:E -OiO• ,�•��3•Ls. `��'�wls�_ • �/aov FENCE � � .,r 3 _x x _ �4 53 _, .00 ! O a� x ,-�•��":,aa✓ Foricw ,�^i,�as/ � > I • VI • • - lDr,�To, ` I 114F •!1~ ( (,o-D TY�'L� vim" Cs 'Ti+Pt�t-r/d►� �Yf'�' �/ CW U ~ I (�o•-n I- a� I i woo r •rte T' I woe s .r + �CGv�',�lwGY G`G�StlJC7C�?/OJ✓ /�"3 u a. y Qj I � Iw � a � �+ s�•/' I � aI s22•e sf�' yi: Woe . f i �•sTopY MaSOXIef� s?o,PY M.4sovp� H 1 r r•- p n. .4.V0 F.PAME' e s. iv E I I I /YO. /8S7 o a w a t g � I I l a .auras/ car/8✓`�7 ^. I 4 I< N ELE <sTi�j�/S 6!�/Gol t & <i��S/1 iVCE d/OG1o'L/.IJFj 8/�OD/T/oNO fi/ r AFWW o o e I c N ...EcEK G?.r4� d r • ,• a' '38 �F° ��FS/6.t/G50 IN�4CGa.�t�Ad/Gcsr L�/Ti`/ ' ' ' •e d I E I •,• • . ' IL1 �s 2 OFSECT/G+�c.! ��o O 9 • �o !�F '75-0 GA I�td.0/.p.A •v 4 Zoog Gop� .�4.vAT/�C�9 Sc6- 7j .5Ec?w.r r !o' - � .� P = W, .. . ` 0 •o ` 'o � ` a MAI I � '�I '" •� � .. . V' I O ; I N '� ( z •,�. -y m . . ��'i9"�''«, 1� ` 3 'a� � z ` h o a �• d v I V` ' Cio.� z S• .' h ¢P�FL� h I (� I I (io•3j K �P F�' Q r, y g v :� Ik t�� ' "� ° I a I • C�OirJ.x/x713.0 SIGN d . ,,j ' ( ° I � 4.0 ,o.a Q ► � ; , x�' ,o.o' Wind Load Notes: a � 3 I I i a; I?A'v"'1"_"'K ( •' ; l ._1.. ,•• .. .,_ m,-r -- .-1 9 I ��'�U' �'. 1� Rash Wind S'peed: 120 mesh (Wind Borne Debris Zonal u e �' I I ' I J : h .3�i9,P,L'/N$J�efr' tV i = h . , •; --s- - r o - •�°iPc�{r/f• i 4t, • • �i• I .e�oruf`T.wc'Tiei� Q ( ` 1 c� ' N V1/IT1d Importance I ( i A•. ``( ( ycs rcr.� ((� I I R •. Factor. 1 = 1.0 Building Category: 11 sem+- :x- .2G. s";'R.,+ .ve2ec40 r `=R�+ -'l•--- ,y�' Wind Exposure: C ��'� ~�•zs4o X- -- sh -QRCr R•�• 70174 -2 �f -�Rcr 6 Lam• CNS- .00 jt/,oO°�g �'•Y� 7�7•G•2 /[ $'y. 0��•02- s,�;�G Gs 3e• 2- ��`•`� ,' Enclosure: Enclosed Building �. Internal Pressure Coefficient GCPi= +.18 or -.18 • l V=' p r Rlrr s�.4lry Wind Pressure to Windows I Doors •w � • sii9 PRoP.Esrv`,ets /�r'9.aoo Ze/•4E;�J;w.�i�.r • r�lg o�sitTvw.e<g /.�vow+F�zo•�E;o;w..lc./ End Zone= 6.4' /S rig!Tr/C/loo,1i,IS/rc.eeo<RE�• /4�N?f•/C po,9�,sI4/'S'•e R v , a• Tf .S!/O�✓ .P�"C, .fE'E� AP•P/[ /� /9B•!� T • vo/�C ol.R+�'STi'CiaJ7oN Avwoor eop"r N•4L .sli.Pp*e . 4V 7'o -VAV#V 0461A d -X IX #/.-V 15A. REST#'Gcj7oN A.1.0 -ow .. r �iWdL s'U.Pt ey . A.V 7'o S,wrs/ E�E'�,4�T•a•VS' V 1 .Tidy ,g st �.oNo 5e1R.i1'Y •7ks s s+ e..oNa S���E�-' ;�' . Zone Effective wind erea(sfl Wind loads(psfl W (..� rA L'o�r 4ElF' S.4b /7"7fr !• . QE4.4, 3 .3KbV✓.V.�/E T/ •4eE 9�NV 77�: +� esc4•�,,c�s s•,2WAI.r/E•e Positive Suction .4 ,V0 .:W----e 7-0 Al-4T-p�VWe 9VAzl DA_7_A" VE.?7" N,4T•p1/.4L 6iE�IETiL' �R7-.�4L 2�I7�'/ Y Interior 10 +25.9 -28.1 V. 20 +24.7 •26.9 ~ Site Managb ent Plan Site Pias 50 +23.2 •25.4 I hereby cantly that this survey meets the h by certify that this survey meets the 100 +22.0 -24.2 Q �+ r minimum technical standards as set forth by m m technical sbmdsl&9A 11l1111t llu by End Zone 10 +25.9 -34.7 ao Board Land Surveyors,pursuant the�.Fiorida Board of Land Surveyors,pursuant "� �' the Florida Boa of Y s,P to Section 472.07 Florida Statutes. to A Ion 472.07 Florida Statutes. 20 +24.7 -32.4 Po u" 00 �' D• AASOCI DUBD r He ,,�1 R AASOCIAN'S DU DEN r 50 +23.2 -29.3 �+ t` 100 +22.x} -26.9 .� Eek INc. _ looil� � INC. ' RS`ItYtRW/YRV.r6R N0.3 •t 6A. Rd•6Nta""ou av6R N0.3�2►LA. , /I A, , SURVEYORS /✓'ATE .4140, t 5 Z�7 ►-, o LAND aJA4I• . LAND � SfURVEYORS �= 2f 1S.�L! sIQNE �G�CL'/rft°l,CK' s-� i1.GCL a Iz' SIGNED—C^Ct''n•fr?Lr� 7 Pod OMIce sox 80670 - Pott office Box 50670 •. 690 Beach Boulevard JackGN Beec Boulevard ch,flodda dR260 SCALE:�..� ` �� Jacksonville Beach•Flodds 32250 -,' SCALE. - -�•��- �6�►- �'/^� y�� • VL THIS SURVEY NOT VALID UNLESS THIS PRINT.is EMSOSSEO iNl'YH THE SEA[.OF TF4R AOOVC SIGNED. THIS SURVEY NOT VALID UNLESS THIS PRINT.1 MBOSSE JVITH'THE SE,1[.OF Th R AOOVE SIGNED. •til .rs...zA.ar..rsnm. .. • ' r•24c9 - /z 7 9G /2409 - /•2 7 96 • A _�� ^ M�1 a m: • �; cr, m Y � H DUVAL CO TY WIND SPEED MAP 1 , FIGURE 1609.6C ( n O COMPONENT AND CLADDING LOADING DIAGRAMS `� ..SN ..» Sheet Index M $y�d�T I>EScR/PT/G�/ 14 ai Q C S GoYc'.t ���/s r SITE Pc�,vs NoTcs v �^ . V✓ivv .Llgi� a � � LEGEND ... 3 �a�v.9T/ow • � SYMB L SPEED g �GL�GTR/GAG /VGAo XMN � 120 MPH S' /�OvwOA?/a/J GAw 119 ,MPH �o Jc-/�G�/9lZ1lYALL /�GfI (� 115 MPH 7 hoop Re -0&0,4 FA'�4,M,1V6 OiAH ' 10 MPH 8 ScE;"GT7o,u - Siv�A,t ,�Gc Vo7.41GS 105• MPH • SHEET i 0 g J N a s H .w p W � V R e t�u� C O ja. E « T Z G e YV � s gag .. • E a b vw � s �Q v V O 9 Z d� ` e ` o Mo. ! e C6-V - C1-0 V l Y a Ix 0-0 w s o � wol~ � a I� O W 4 00 1:6 1i I1 `V 00 e4 PC 00 N a 00 Fog INT � 111--- -- -- ---- -----=-; i �----� • ----� I i ' _ L_ J _ _ v I 1 F- V U I V T cw Legend SY�IaoG �JEsc,�P?!On/ 3 M 'S d N z Exis� 1�/..�csT•e�,avv � � � .� NEs�r/•f/.vcc,r 2x4 of 2�c�.SIP var WO Wall 'len SHEET 557 lWA YWO � � o � Notes. /• ..€��,,Naa� i9L[ t Y.o.Sv-N .Bh. r.�o... /Nro,,e1,VA vi!cGs 4 u.. �,,���L.61CFr td�/Pl ~!�Y�✓- •Q.o. 42W WWeX dt S/8 ��sY1�.B.D, o•¢ //Z~ - 1�+ "� C'�>c,/,r�e�.8•t�• -Cowcev • c✓� /k/Yoc 2•PaT �w/.vsrr�c A T/c>i� �.utv q ct.r•2' 9 Q Im " 'v ° Lan ... vi Y C ,C •' O >+ w decd s � t ,LQ L N O w O � 8 .0 •, Y ., °9 $ Z .� J� O R 2.1 C� so dining rm. os v master sui a great rm CEe M w o as i e' I�•T N .� 3 z'• fl0 0 N 71 .01 ' i � paeJ_-J ►� kit � • � y W /6•, /{/eirG:/NJ>A6G CdG•/ RLQ --(i Tv®EO GoG+ I�.Nr�c�• To r.Lafd t - Ow.T.t�ll R L/1 Fce Z,E.�t sp• � � ;0 � 1==_� i i �,roE-c Roo t� "V �,,,� ellvolk 79itPcT �' � � ro.,�ut.0 --— --1 Dee•+cr-11itAFl \„/ .- //Op �l ' aMNr tE 8 ,C�tTN w o ,.yd Q �• • /D• ��" 3V N �-- .. 1 I f •�If . f4..I } /•AO I ��•• ,fT �' sotNR Z r• b, C•a, s�!ace ap TwE gallery Or✓io�' ��w•.4ivs- � 'a a' _ 2� 2.t•cs�. 8 '� 2 '0 ,csaN r— k bA CEQ. op" y 2 lau . ! X I - a� y o ® .—+-Z 2'`xd�'%leru' cARF'Er' Cs. CfG T! ,e-l�I�4scvd. _ --- • iRtPaoc i Tiro rT/t a G�w.rT � �r�oive V _ ' �y Z N Za lEw• .LlTG• .� ,Al/,t/- 1 rS.C. s � o O,t L'ot/PoSI?�r D,G ,p �QQ �r•�S/Y -- rG!/iv. 20�iv072��R'Te0 `� � C�l�R� � NES 80 Csi/6• Fl�N s �� a bed rm. 3 s�TE ed rr . 2 entry =T �iy ,�, sa•',�,6 �.��� To ,. _ - CAK�LT /S/oT�•L�rd�ir>�tr� %2` �Prr/c O&OR eFo S�+ri�w &*rare :�tSH Rao ew A�i9 SofT.V� 4rav/P• T-- - Q� _ drr�•.�10• O.�.Borrvc� . . ' �4FA07-1Cvu-QX.✓W /K,e1,S4-n^V Anti,* garage N _ Soso s� � •,-r��csN _ _ le 10 r� 9 V N 0 �c SHEET0. r A Floor Pian �,� .r. a N N 'a IT i I s O c •. i Cv ,,., V Y 01 = .2 •wr Left. Side Elev. ° r. 'a i � .CY. S• r�i ,f•'d'G4 •�1,�F-�ei0l� y�,vr lc'oGoR Y ,� � . ,, Y Go.RO/aVi4TE L✓/TIS/t/l�G��%a 4.4c S.IikV&,P.0 •CC e o 31 M H yA „C,. a c Ire+ ° wY ° QDV • C' W O G.,.a Rear Elev. Notes: - /• ,�'�,y(olrJdF c�X/ST• /c%�s•Sff/��S d F�cT CiY�ct �f/.�„/,N5 OFEjvS"r „''"` AAl.WhJ/et"t . #40W MIMIS• NA/t /Veru/d tVWS'h/A*44LIAO 8d oa9ilJ .4r 4 o•c.Areog :d 8"o•G /weJ ldrGO • 4A^y NGw^1494O.e40"" .Suri A:P&&. '. Ole Griw . yvica' T�/.urTw�c 8 To NB/G�S�ict�Es rJvG'i¢ -�c.QsrY�.c�� O ¢=0"GG►• C>yo.foR fJ O�"'�"'-/Ziv66'VdrAP7-r .� l�sa�► ,4r�i+c .�.gscio Blas'• o.L ,�.4�GYF'7�i.,t6 B.ar".9T©U��t�lA • �1 a M A,tc�• �.y��►e� <Tr o►) Q•lctNO Vo, t, 4G VO:6.vT�3'�S'o rte-/T 4c W.K• w, .Qp Gv etc: v N G�Co,vT,Qipc7o,Y�, 5,4�,9Gt Vi,f/T•�/oB s/TE 46 �1�0 A �+ o it"O 72 V v / s3' L "w I , Right Side Elev. o.�t,I2• GAP /11e0/ .SD. S,y/,t�C3 OUGj�C //t~CDxOoPk.y&10- vet 7/iGOOJWc'OEAr7YIWG N.gicec> - �c,� c! 5t o•c. AT. ¢v•c.AT�'06C�$�•,9T�"o-c•/w/�i�c0• , CT�''�E.r Oven S�!'EATiY/•t�iSJ .- , N `\ u c M $M U N .� Z LU Alp.-5jM - i I .!/.1TciY c�xrr�,oP ov �.¢orrr lifvi SHEET BQsme Front Elev. Jf IfJC7e - � N a � 8 NN, � h v W) toa e s = 16 Z Y YT. t C a v g6 40 a O q- .64 16 q „� O E d•.. 6.to� I Alt 6 9 <O � . C 'a•.o C C f Y p• � V R e Y A m Se e& "Y/eeryA-10 ! o IF MONO Q � � � - D,c�,tr � � ` �'`' I i•�iva - , Coos?aP• O ..]r0eq o w T , Y N N C = C Ej A Q V Y V • S _ •fav Yft�+C � _ � � O ��s IW rO . G'aw0•lJ•� SMO, ,�E`r ✓l�� �7y�/�.A� ivs�✓Swrrgt LiGRW ON 4 W .�. Lvj 6f� . - �,q � - Kelt! Q✓ /� O !� ' ' wp I a . L�jc�': Gifw►�' • v f - F Notes: _ Biu El.drE7RKAC L✓a'R,r-3i9'A6G �ELcJI�C�.o.Q.DAdIGE p4 � M M W17W* co� N•E•G• , Z ODS dam• ¢ ' .4,tc- �,ovc r CiR�t�l/�p,C. �4G1 BED�.c�*-f• � � Q .3• e� . c/ST• 414orp., 4— 'w/TcS/ COY Y•96L B � 4- LA/ cGoAWAAoC&' � M � z �T/Y G gT�S'Tf i[��• ��� � N U Q,PEC Er's:r�,d LI60 r•7 AT Y4A1/7/---r - zo'"our F,cbu Lu ..a . w -, Oa EX/JTL/6�T . Electrical Pian SHEET PLO E CA m 8 � pa � rc E ° •° a o � •d :; o 0 sr •• .D a 'v w o, ' �ive'rsiEjUsTf�uoa of e x � o � � � o y a • a•v U air 1; w o ta..a • ' � H VL M./.rA&cw l yrG ek/lT.Fevvo 4"g.G�yXY G✓� O a~ l a 1/ co on 40 N � Nc'a�loc 4e~c•Pov,>� fTX�J d Cc 100, v. I O"O« 'v/L/V DGY.r�N L�D!aS W�Z•^ S i F-" S„y ``�+ a I - - �oO.t Ge,�i7% icE' liaE I /G ice•1[/Z'T*•Irmla-,40ow • Wp�POdIG I ll�;L/Aw06/Ti,4C Cawc'i voce lw�/C%��G.�/X MC% _ I�. ( - M� •i"y I G,�,6.LIit,CbcYG�T,v�'L�,c�S Yi9/oO�t BA,e�C/E •� I I � CV � I . -� twee G'�-�.�+.�CQa.'�•�c�ao.�ircT�9sy''e � �---'-1 a SJ�� ✓ � I �.LG+G1�✓l DPl�/7Y•Sd/L Oo�lb�(/�1!.L I f d •� ~ . _ �y I LZsni,�e♦soswc �atTe•R•wTr�7,z�i�rs��.ur• _ —— I ;�: :�: ,� �' I p , �9 M . ... I � � T•c•u Lb�..wE'ix� /�"u'• �f2�7X0-�a0.5'E�S��AX- SE=E �tev �+EE�' •� %o" 6o " 6 •�'�ft) _ y ` __ ,_.. . . '/D" _ • J�GAAJ %Z"COX PLYG�O•at rJi"AfB 0 �'�X4.SooE�• W9cc �GA�' 4i/f/oG.TA'I IA /c'%►•x.rT •Sr��-Do�rw E`- �OD•-S�'EFO(�IRID• TR.NOAG�N f7ls4� N •d. �."�✓�GTSG.ON7% �/ � M M - N� ° �• �' 2•�S.QoEts _ /2"�• X76•G�'GbT• .. � �- 2a s / ,q S.Tt/.�iPO •Soil •BQ�t RIrt�G OF2� /ASF,/T z /s.4e�/itaro To if/.ly� .S,o/c T� T• rT J�,�2/oR Ta z S'T•9.GT aP Cow1T• Gitie� GZ='tox/5 �oviv0 pp -� e n A4e- 4Zvo •,ze?� S,w,vu �t/iv•3�b F'�'/ a.�crsAR.o�� a �i L-O6 Foundation Phan Z SHEET g J N a � o ' p vii � • V r:i ai ~ ri G O E O ro $ t y 'O Y y L p 4 Y M = Y a .t C L. D d� TYJa/CAG Zoo Zoc v- ow -OwQ Naw o a• I v.�cts li/.Acus/l�l�/.�!!r ul,�c►a.0 • o °` ••, w o c /9.1/iw•oF'4%¢'/WAO Co ve.,J"aAB�t��� v f E sov `;9T �C�JPA.G�'" .QC.¢Yel� ; s ,,? s 3 . G 4, T�• wAa�.s►eQ O s a a Er9i�s- l INS ----, /9s ��A�e�� • ��it %2 "COx�rrGsooi� "OsA SO&'f 71flA t+��'�.9/I.TGs i'o•c ' ! '�Gt•��firEATilf/.v6 �/cd�� 77it4T Z rA / 40,72F,' 7w"VE408.0 AMU � _-�. /!v x/ST/.tJCi wAtts'A/IEs'SPT/OivAG ~ ;z 00 00 - tol w (; Ln + � Y N or- 0 o 0 CO ti dol 0 • db,- en q 'w 10 a .. 3M •sz N CG h arwall Plan . SHEET 3 r O h Y � s Qti � • b 4 � p C w .00 _ •C L r V o o w � .o p •� w a.°.3 o . . h a °, a o e jai3 y Y U w G.� } IL 13 iz axc H H � C 00 PEN" � log, 0 1 77 Ll 0o ^ es 164 N N 3 \ IT � _ w At onnentor Schedule .SYir1QOG Ow s-4-A/F'TlcyN OSijsPsa.� f�'.3 I 5-;r,4?i ►� 0 +� �i�l��S'a.v L 4 /8 • �i il�Pso,� fRc ¢Z �V p �,�,��-o,� s�,z� Q �JP.So �'ixl yU.T C eIo- E-- u 05M M ES' us s 2x C fir- 2¢ "o•r 3 s > c WERE L e-�c►�T1Y E'xcEEs� �SPA,v TA,� Ge"�T U NOZ QB' 2 7K OFG � Z• �9cc New Gr'XTE'�1oR Gd.9u /�EADFsR� Z 2�S/0=sc�/ m �' %2'',00y fes. Pr• C cit • 11- ,�'oop-v`►'/JdERTh'�.tJ�rr� -- ?//6"Ol� a� �►'i''COX �/�9iG�0 e4 "a•G �V-r 4 8"o•c. /.v�'i�G�. Q• Covvt��'>ots .4,¢C' TY.�ic•9c Fae� Lt�tr' Goc,9T�ows• • • 4 Roof Plan & Over Framing Plan SHEET 0 0 J gs �r� � CIO note A , DCD Tyq> U b4K ft* oouX Tnr 'u► O•G• Hwy `� '' r @ � rN n WINS PCvu••�'��► wt�� Q , MA no `./ vtb O 1iA0fit 41 b1 • ItNa ... o w OG.�► � �t,� ���� � l�D U .A� ��� C��' 'C '� sTID-TO+E�Cdt I pow flav �• •N. air �> �� .' EEACH FLY ACH90o 1[ G 11e Ro41 OF i1 tYus 3 O:G/lT TOP • y�a�� � V11�►�.• I�•l� � 'S1'�� • � INTO rs� ko sorra+aro :,n.ca sus E �Nl i •° E P c .a .. � P O•C, nswar IRv MA+w � •1 p C aKi r ma YI& " -.,..... �-�----- It�S cF rod • r t� c 'y� iri J^ �"T erkw j' GAJ 1A //�� C� �Cb �• � ^ 0 a � ALuM . w 1 jam. I��t C� •. W93rJM EI WE CL M r YJ• !Z tIKT "Lx� �' ' W tx"1" 1�1�i� ��J �� 6 M Vr# y '� ° s f oft civ Awa+Oas AT 4r oc L a / C / Lam/ �� /1�+•� �G GR '�•�' : :C' a o z „ C V ?APC'aJS 3r 0 M � a It�t;N. ION�MiN� 'CY �kn '� �� CSCE d�'G'� !I1_JCa . �. ills �. R . _ .� X ( '7YlI (/j�J{��) 111 �� Y✓ 1�V([�� ����I1L./.1 Gfi/_ []1� (�/1rJ• J7II91191�♦�Y.. �'_ _ _..... C O t G w C L y \, '�a•�• / �����/ '`� , T-�Y� I��W �" lViv •ri11 II-• • .. � « p a O eC O � � Ma TYPICAL. FRAMNG AND'•CO�CTIONS FOR OPEININGS �', ve'c ox s K C-A rH i NG' �t �t�,t1.tG �O�Y• �� �11L1fl to�D . • M elevation I i' • - 641.1 t l W N 000l %)PlI lu 01C. ff.,4=g-94P4) flu. ..N v ech, iv*041 Vim 00 01 to Ht�rizont l -Lap SO, n �• typical wall section • 2Z�NUu a • ��_ �jz"¢t•as .• .. Ian , : . . . . .. . . . _. . • • . •. : . . .. .- . • ._ •• . . '�. A p _ ITO to • �tkllMuNt 5W�\IALL rTw/1)a-91 ac A 5.� -1 CLI IC'@ �•� • arae door•••shiearwall UWE., �, g� g shearwall constru tion a 60N.9 1 Ift ap �' L '�dP Ti W f�•t-1'1 Ga ? n�'C• �i.,v��o.v /y�CJ/4 . S"2S".v �f � 'TIE BQD • .. � ., � ZT� � M�•! �lScd.41NC3 SYSTEM Z 9O of %v T,.rie,�e AoW AoY,&I 4 � C 11 '• r r. �• it/a�•�' rr�v T•,r:�.s,•a a rov /Z we#COtpt.L�R 1. Threaded Rod: —~� _`�I ���'• � sps A*:r tf�i"�s2-,eava-s- / � %diameter A307 continuous threaded rod epoxied.Into the concrete • K)e 4N r�� M foundation and placed ve ticaliy through the double#2 SYP top plate �.� where it is secured via a��x2 1/8 steel washer and nut 51Mf��cN �� I t� ��� ��� • Ti�'�1�, 9s�'�ird�Y s�ua+�w"j' r 2. Exterior Walls: / Zxs7•-vos c� . Rod'shail be Installed at each comer post and at not more then sfeet on �- 21ORtYV� C° 3Zuo•t^i• �1 ���' �� /G'ro•e. �?Y�°d ' — naac uart t wt C center thereafter.The rod shquld be embedded not less than 4.1/4'Into W .•qty ��- �,yp,[ min. 2.500 psi ccmcrete with Simpson AT two-part acrylic epoxy or equal. x N o �� ,} �c 1 �t t G t/G$ •r ca ata �' A 2-1/2" 2�`t' �1.�"� W �� � f1• • til edge distance should be maintained.The nut shall be tightened to+1-25 ¢ h r pound-fast of torque. For two story walls, a coupler should be used to join y two pieces of rod together to create a continuous path from top plate to =' �Ot •�. 0 foundation. 3 N o 4 t r ,r 3.. Interior Walls: A , 6 F"I �' XYZ C,". . W Icy• • spacing may rernaln 4- o.c. but reduce uplift capacity 490 lbs from 535 v Eroxr t V=q Ibs unless stiffening shooting. . �- W T��M PIM 4. Tie Rod Spacing: 009 10 Fie Roof truss uplift O Ibs—1,000 Ibs-----Rod tit 4'-0'o.c. Interior ���N . . I9 ROD EXTERIOR STUD WALLXTERIORy-TVD WALL •Rod Q s'-0�c.c. Exterlor 1(r p 2X S/Gt�G�1Tc Co•t�T• ����— 1,001 The—2,018 Ibs- --Add 1 Rod adjacent toTruss • ter To acru.tr 2,017 Ibs &greater---•-See drawings Interior bearing. wall . Y2 SHEET C- o� g ��� J 1 • note �� , A G =1- ►c= �' `•O Cly w } �N ¢OrC•1�'I" A l Naw HUM, t8 �wap-�Oif s'/ — 7 v V(t `CL• Q 2 .0 FLASHING DETAILS r 1 1! FLAS C ; e AT 4e>•.elc•d?/?.Deva = 'o a o o 'a a .. e doitJ7s. �' aoa CS. v►�,. W#F) • M _ s M l�i�lft`A, iz .o oLex@W I X4 1'�lF•>I Lei?, The termination of the stucco at the base of a wood structure shall be ASTM C-926 A2.2.2_ A Ariscreed F�.vsyicres cr`'•viAte►.v�•� a )1 p VE�[T/lAG l✓rlLll.IIEerAVI Installed per ASTM Standard 1063-03. See below: w z � s w w o L burp :� STRUCTURAL DESIGN e a w �..� � � s Awa �+ • /LIFTAL �i91/� i i i .p w N 3 It ^ II 11 yy�� = J,� 2. Glazed openings located more than 30 feet(9.1 m) ; G1(0�j/4/ � '+�l 1 t above de shall meet the provisions of the SmallOR/.� -- .efx 4 0 fL)P5 e Ili �2 g 66. 1 f 1 `�'`� 3Missile Test . Storage sheds that are not designed for human habits- - 4�/Ai tion and that have a floor area of 720 square feet(67 • '_+ ;` •. -' ..,�zC..m l ._ >h�l�tu• 'PL.A 1J.._ m2)or less are not required to complywi the manda- of this code. tory windbome debris impact standards00 . I>5 ; 4. w T , - - openings in sunrooms,balconies or enclosed porches a L constructed under existing roofs or decks are not re- °• - �• ,-' - Wt'dta - ••, quired to be protected provided the spaces are se a- Y • ' ` ,r -. p � Gc -TCA-TC-©1S Sl✓A�. �Itt.. ` rated from the building interior by a wall and all - - % openings in the separating wall are protected in Accor- . dance with Section 1609.1A above.Such spaces shall �► y ,' 9�g"at be permitted to be designed as either partially en- '��~ 111001101 J G .�,,., 'M �� closed or enclosed structures. 1` - —- — — - — - —,i�- ✓ C..f..0 J 15['�i Impact-resistant coverings shall be tested at 1.5 times the please note the position of the OSB.It is raised off the concrete and aligned with the face of the foundatioxl Care most design pressure(positive or negative)expressed in pounds be taken to construct foundation walls straligbt and true-In areas where the bottom of the OSB is exposed it shall be i4 ' B• 7 ~ per square feet as determined by the Florida Building Code, extez for grade or.otherwise protected as approved by the Building Officiall.BOAF Infixmal InterPretatioa I�itimbar () Building Section 1609 for which the specimen is to be 2656,attached,may be used by the Building Official for guidance as to the intent of The Florida.Building Code. tested. ons: vet a bmwu coat or the su .If installed over the substrate it must have �j� til tl Excepts . Acoe�rt steps should be uutalled o th bs�te - , C.r 1 VILL 1, 1. Wood structural panels with a mnunmum thicbwm �QG t0 I� lat"hand.:cormbeads. �/,AG6Ey :ZA5-H�I114 � C,CsPPG�IQ 119,WW, of inch(11,1 mm)and a maximum span of 8 '! H feet(2438 mm)shall be permitted for opening pro 00 - 1" i"��►"` " "' t tection in one- and two-story buildings. Panels shall be precut so that they shall be attached to theao M 00 framing surrounding the opening containing the w � let duct with the glazed opening.Panels shall be -" " 11 I n �+ predrilled as required for the anchorage method o " * ' 8 �.►1`�(� and all required hardware shall be provides: At- - 1`�� low, WINDOW INSTALLATION (METHOD >3-1)be desi ed to resist the compo- WINDOW INSTALLATION (METHOD A 1)'f - (,� t, nems nt shall gn-'iL- t=3' Vv't-' ' J nems and cladding loads determined in WEATHER RESITIVE BARRIER(WRB)APPi_IED PRIOR TO THE WINDOW INSTALLATION. WEATHER RESITIvE BARRIER(WRB)APPLIED PRIOR TO TWE WINDOW INSTALLAT,OIv � r��, p K FLASHING APPLIED BEHIND THE MOUNTING FLANGE. =:-A5WRdCs APPIAED OVER THE FACE OF THE MOUNTING FLAN@_. -C ii. accordance with the.provisions of Section !C 4� stucco 1609.6.1.2,with permanent corrosion-resistant at- IpN WATER SHEDDING FASHION SECTION A --•-•-• - SECTION A taChment hardware provided and anchors perms- STARTNG At TI4E BASE OF -L4ZOV,H WINDOW JAMB STT ,�. F THE WALL (WORKING TOWARDS N WATER SHEDONG FASHION. V.[ typical W a section nently,installed on the building. Attachment in tHE TOP•NSTALL TEE WRB STARTING AT T,$BASE OF TO THE FACE aF THE THE WALL,4 WORKING TOWARDS 11011,110111 e'~w accordance with Table 1609.1.4,with permanent SHEATNNG. THE TOP•NSTALL TGE WRB v` 11 ' ll Provided O APPLY SILL fLASHUKs TO THE FACE OF THE 3 SEALANT BEAD -corrosion attachment hardware pro .,. SHEATHING. BENND MOINTIN. �`J1 and anchors permanently installed on the building, APPLY JAt76 FLASNNG FLAWDE. *4 A APPLY SILL FLASHNG ( 7 is permitted for buildings with a mean roof height 0 APPLY BEAD OF SEALANT APPLY BEAD OF SEALANT / Mei AROWD TUE PERIMETER OF AT BACK OF WIDOW of 45 feet(13 716 mm)or less where wind speeds 1HE BACK SIDE(INTERIOR FLANGE.SET WINDOW USING SEAL TGE WINDOW FRAME M. i SURFACE)OF WNDOW PAN HEAD SCREWS TO OPENING. APPLY A Ye"NOM. —_do not exceed 140 mph(63�s) MOI.NTI G FLANGE. FACILITATE INSPECTION, DIA,TO THE BACKSIDE (�''a NTERIO Ce TIE WINDOW 2. Buildings in Category I as defined in Table 1604.5 IMMEDIATELY INSTALL WINDOW ®APPLY DEAD of SEALANT AT FL �3E.N LINE uALE ANY g $ ry ' USING PAN HEAD SCREWS TO WRB SIDE JAMBS.EXTEND S 1}" `'JNCHEG LOESS oa SLOTS. F. . - -- including production greenhouses as defined in FACILITATE INSPECTION FLASHING (�APPLY BEAD OF SEALANT -SEALANT BEAD BETWEEN AFTER INSTALLATION APPLY JAMB FLASHING ...SEALANT BEAD BETWEEN 1609.1.4 Protection of openings.In wind-borne debris re- Section 1602. ACROSS THE FACE OF MOUNTING FLANGE AND SEAL ALL CORNERS OF APPLY BEAD of SEdLaNT (§j JAt-IB SEAL T FLASHING AhTi O NTIw MOUNTING FLANGE AT HEAD FL=S-INCL MECHANICALLY JOINED AT HEAD APPLY CONT.SEAL ' THE MOUNTING FL�•NC E. k t Bions,exterior glazing that receives positive pressure in the 1609.1.4.1 Building with openings.Where glazing is FRAMES TO SEAL FRAME 'LANCES AT TGE TOP(HEAD)AND lower 60 feet(18.3 m)1r1 buildings shall be assumed to be assumed to be an opening in accordance with Section ®APPLY HEAD FLASHING ®APPLY a NOM.GIA. SEAM JUNCTURE. ®APPLY HEAD FLdSG9JG SIDES(JAMB$/OF WINDOW. EXTEND DEAD OF SEALANT TO THE— SEALANT T JAMBS MB ABOVE i openings and the balance of glazed openings in the rest of 1609.1.4,the building shall be evaluated to determine if novE PREVIOUSLY APPLIED BACKSIDE(INTERIOR)U THE\ ®FLAT Ov PREVIOUSLY FLASWING APPLIED, _ TIE R.O.AT HEAD.EMBED JAMB TAPE.ALLOWNG WRB TO LAY TWE ENTIRE FLANGE AROUND TAPE.AILOWNG URS i0 LAY FLASHING INTO SEALANT AND / the building shall be assumed to be zero unless such glazing the openings are of sufficient area to constitute an open FLAT OVER MEAD FLASHING. THE ENTIRE PERE ETER FLAT OVER HEAD 64ING T JG -FASTEN IN PLAGEye(FLASGNG PLACE BEAD N LINE WITH APPLY NEW SHEATHING TAPE GOES OVER SEAL'ANT). that receives positive pressure is impact resistant or ro- APPLY NEW sHAL OA-TAPE OVER DIAGONAL CUT -SEE P or partially enclosed building as defined in Section OVER DIAGONAL GUT-SEE OR ANY�6PUNGHEo HOLES , • I������RL�1� DIAGRAM, s_=CUFF use tested with an impact resistant covering meeting the re- 1609.2.open and partially enclosed buildings shall be DIAGRAM. applicable provisions _ quirements of SSTD 12,ASTM E 1886 and ASTM E 1996, designed in accordance with the pp pr WEAD ANSUDASMA 115(for garage doers and rolling doors)or of ASCE 7. ® a � S - SECURE URB © \ APPLY 4 CONT.SEAL ALONG EXTENDS I* DEAD Miami-Dade TAS 201,202 and 203 or AAMA 506 refer- MOUNT WG FLANGE O THE EXTENDS S BEYON� enced therein as follows: 1609.1.4.2 Optional exterior door component testing. • HEAD HEAD• FLASHING. E 5 EVER JAMB FLASNttY,. \ tTOUJTNG FLANGE. EMDEO STI'► Q® Exterior side-hinged door assemblies shall have the op- ® \ BOTTOM OF HEAP FLASHING \ AGAINST SEALANT(FLASHING ®BEAD FLASHMCs tion tO.have the components of the assembly tested and N, GOES OVER SEALANT). EMBED BOTTOM OF THE 1. Glazed openings located within 30 feet (9.1 m) of Po / EXTEND HEAD FLASHNG shall meet the requirements of the barge Mis- rAINST rated for impact resistance in accordance with the fol- / BEYOND EACH JAMB FLASHING. \\ DEAD r•EvI I APPLI grade \ // I FASTEN N PLACE. THE SEALANT APPLIED - Slle Test. - lowing specification:SDI 250.13. I SEALANT \\ SOvER EALANT(FLASHING GOES / ( / HEAD FLASHING SEYONO . �6.'ISR `` \ / ( EACH JAMB FLASI.IHNG. FLORIDA BUILDING CODE-BUILDING _ / I FASTEN N PLACE \\ ©, J�PLA4l1,rlG A r STRUCTURAL DESIGN EXTEND Jaya FLASHING 1 A i 1 1 TO OVERLAP SILL ( � EXTEND® � L1 V R ASMING. EMEND \ / OVERLAP SILL JAMB FLAB INA 8)r I FLASHNG. EXTEND • (220M T)ABOVE ROUGH 9• / Jay*FLASHING 8)r \ ( J OPENING AT HEAD. I / SEALANT ABOVE ROUGH APPLY TAPE AT \ / OPENING AT HEAD. • CORNERS TO \ I // TABLE 1609.1.4 TEMPORARILY HOLD \ JAMB F 14E FLA 9� \ / SEALANT •'� N pMELS FLASNNG N FLAGS WDER THE FLAP \ WIND-BORNE DEBRIS PRO?ECTION FASTENINli SCHEDULE FOR WOOD BITRUCTWiA1 WNTIL OW Is APPLIED. W WRB AT THE HEAD.SEE DIAG / Q 1 j Q FASTENER SPACING(IndW)T'a ,r SILL FLASHNG © . S6ted 6test<Panei spans asset SNl1 AND ADJWT WISJDOW TO ACHIEVE SQNARE, SW.M AND ADJUST WNOOW TO ACNSEVE SQUARE. S4test 4116et<POW span PL".AND LEVEL CONDITION USE CORROSION PLUMB.ANO LEVEL CONDITION. USE CORROSION " 4J panni tlpat 52%d 2feet<poW aper ® ( RESISTANT FASTENERS. FASTEN WNDOWB PER ® I RESISTANT FASTENERS. FASTEN WINDOWS PER " • .•.. Q FASTENER TYPE O /� WSNDOIY MANUFACTURER FASTENER SPECIFICATIONS. X •� IO 8 '11 WIDOW Maa1FACTURER SPECIFICATIONS. 3 W '> O #8 Wood screw-based anchor with 16 16 II (I 2-inch embedment len ' V N • 9 �tl w I � I EATi.RR IQEB(S �#10 Wood screw^based BnChor with 16AT A IE DEGREE ANGLE CAREFULLY GUT TW �j l6 I'l II I TOP EDGER OF THE BARRIER UP GENTLY TOE I II I e,T��y DEGREE E.GdREWLY OUT THE � d6 °i� 2-inch embedment le ' !HARRIER ON A WE BARRIEGONAL.R W AN RASE THE TOP CORNERS AND CENTER TO THE EXTERIOR I /� 'OP EDGE Gf THE BARRIER T r,*TATE THE O . l6 �i uR6 SURFACE ABOVE. I �j i -TOP CORNERS AND CENTER TO tHE EXTERIOR . y+hag screw-based anchor with 2-inch 16 16 16 INTERIOR VIEW / / IRB ABOVE. INTERIOR VIEW embedment length' TOP LEFT CORNER of WINGCxU / / i/ TOP LEFT CORNER OF WMDOW For SI: 1 inch-25.4 min,l foot=304.8 mm t of 45 feet(13 716 m)or less. 1.This table is based on a maximum wind speed of 140 mph(63 m/s)and mean roof Neigh 2.Fasteners shall be installed at opposing ends of the wwd structural perlel• a minimum withdrawal capacity of 1,500 3.Whemsmmamattachedtomasomyormasonry/SW=,a gshalibeatwhedusingvibmtion-msistantanchorshaving lb(6673 M. � f �ttttttttr� regions requirements shall SHEET 1609.1.5 The wind-borne debris regi req not apply landward of the designated contour line in Figure 1609.A geographical boundary that coincides with the con- } tour line shall be established. --. -- .-. --. --. -- .-. --. --. -- .-. --. --. -- .-. --. --. -- .-. --. .-. --. .-. --. .-. --. .-. --. .-. --. .-. --. .-. --. .-. --. --- --- -- --- - --- --- -- --- - --- --- -- --- - --- --- -- --- - --- --- -- --- - --- --- -- --- - --- --- -- --- - --- --- -- --- - --- --- -- --- - --- --- -- --- - --- --- -- --- - --- --- -- --- - --- --- - --- -- --- --- - --- -- --- --- --. -- .-. --. --. -- .-. --. --. -- .-. --. --. -- .-. --. --. -- .-. --. --. -- .-. --. --. -- .-. --. .-. --. .-. --. .-. --. .-. --. .-. --. .-. --. .-. --. .-. --. .-. --. -. --. . .-. --. -. --. . .-. --. .. --. - .-. --. .. --. - .-. --. .. --. - .-. --. .. --. - .-. --. .. --. - .-. --. .. --. --. -