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DATE DESCRIPTION li 1tl� r: i :.��,e !{I �p ul ; '.Ir � "'.It t %�E f• �l I zl':; III �.I I x @ I rl Ic I• , II jllll4, cd } } 4 I ., � L fI i: li - '.,_ f @@ MAP DOWING SURVEY OF LOT 30, BLOCK 12, SELVA MARINA UNIT NO. 8, AS RECORDED DED IN PLAT BOOK 34, PAGE 14T 'UBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ji r gI g 1 i 1' 15` iiG �` I� I' � I,i I I r .: � I •t Ili I � I ? � I {': i'1 Ij "iS'I E .I I •t I,,� SI i', ( ( : p 11 f l I a I € 1 • , r Il : � • - iI P i f• i ilr iI 13fli�'a ! `� : I l l III I ,i l 2 9 L I - ;� tt 9.35 EP �', ',, ;I 1, €» I, 'li fI I,, {li ak I I' ' ',. I',, • 1 I -� �gg 1 9.27 FL I ,'I` 'i I; i, I'I 1. I Is 4i h• : It- '', 9.44 BC ➢ < 7.b . - - 1 x 9.7 x x 9.5 -1 ➢ X_I. GE 14"W 10.7 9.9 83'5* t \ 8.3 Q7 x 8.9x Id Fie ) '' l.' 2 dk( II 9.34 EP 1 6.7 l v RI Q 1 !' SER ➢ 4h O 9.24 FL - •�` \ NTROL BOX .� 1 3 W DUN 13 I [ IRo 9.48 BC x - I.: Q .J' g^ I SS PIPE,�NO CAP Z 1 .11..1 :., 5 �,.+ ' 1 r. li.' s :i 4: a, o \ 9 9 9.5 CI )> I 5� . 9. W I I � 17"PAL �lY• � ® •P t ', FOUND 1/2" ON x 7.5 / C ` : J PIPE, NO CAp� ' 10" :7 / I I ➢ Z_ >1 I 6 I 10 PALM 1 A _0 J1 i m •9 x 7.0 x I x N / N A ➢ --1 0 16"PALM � i• A '. 11"P�j LM I 8. o I �. / ,� I 1 I i• �� �j I 12`PA M� 9`PALM�0161PALM I / \ F; >i x "I `; i, $1' 1 2 I I I / Z ;o v1 II LM 11"PIbLM I o I4 ' O 1 "P LM 21- jis"PALM 5T 110 M 16"�A RE16"PALM 10PN \ PONE RISER ZO 9. TROL BOX 16"LA RELX10"PALM S2 EP J 1 LIVE I V Ui 1 9.44 FL TRANSFORMER ^� B.0 / 10'P LM 18'PALM pp L4 N 1 9.67 BC Q PAD (,41I t Cn SER 18 LIVE I /�J . 8"PALM 1.7 nt O •�� [ -TV RI 111PALM 3 0l I CONTROL BOX I, I _ 3I"I III ,`� 1 X1A. 2 Um �•- I I x x _ x VE 0' x 9 1 STORY 9< I10.3 I 11.6 10.6io . 1 rn 6;x 9"PA MQ 7.1 x O 9 P LMjix "PALM 8.� FRAME 14"PALM NCE 50'R nc �-- n(�m 8"PALM ACN0 IA (�+27 fr "P LM O 2 N0 1710 7.0�`. R,>1w I' t. ( I' ii SII''. t ii• ;r, {'r:1 i' ;! : : 26"TUR C7I I I - ➢ U E� I \ 3.0 R = 20 V, � I 1 O Ek (D .3' I ". f ➢ ;, �• 13"PALM 3 ,n > �_ I �-. I, . 1'• I \ g3.0 9.1 x I 9.76 EP 0 Z i ' ,•,� ,:I� i ,I,, ,ir. I� ,I.'•l I, x � 11.1 0 7.9 Q�J / � X11 9. 9.67 FL ➢ 3 i 10.1 s c�+ 1 I _ d 10.4 9.93 BC P d; jS, C t;•'I I s ', 1, V' til�.F a i,. ,a ,fk, t .i a 19 1•"LIVE / ,/ Z I 43 T\N1N LIVE OAK x x - r"{„ C Ifi 1. b i 26"LI AL W. r X I 14-PALM 9.3 -I TV RISER Z Z 13 P _ FOU D 1 2" _ .__..w'�_ 15" �1� __ _ � / IR o CONTROL 80X :, .,,1 )•: „ 1, r' I " Fjl i ➢ R) 11 PALM 44 LI PIPL, BN 6715 PHONE RISER iJ PALM + 14' LM -1 19t, t 11 z 1 4 L �.. a4 t 11 I CONTROL BOX *1 C) Z FOUN 1 2"IRON ALM .6 9. • \ m f „r 40 E o PI f - ^^ (W O I \ PE, NO CAP - Q� �- - 1 "PALM /���"tJ - x 1 � 9.0 I 10.2 " 6.9 / 9.2 10.0 .� 0.06 x 14 I I< I� YIy 0'18 4'0 I 1 NS .I 11 :1 I I1,, ,e ;1 t t;, ''I >i I ;; 7.9 139.95'(Fie ) I y A': I t I I':r.,j 1 3 i 3j 11 , 7iIC 11 +Vap� U NIT NO.7 I HYDRA NT W/ WATER VALVE ELVA MARINA PAGE 52 PLAT BOOK 34, I I - I � l L 0 T g . 1 I I 1 fi� I. I L ' tt 4 I I ;{ �` I{ , �_"<''1i% ti�1�I.i�, [[�'i`.�d6IlL„,w�;,i.,€t��'•;:..,,ht:I,,,,.„.;::,:.3.;:E„;��I I�,,. �i;.�,�",,.aI, I `III,{`,iI,I,�';' ;1IIII+°1;C{E '.F:.�I''I';II I§� ,I'.{I,I,1,,,k.,,,,11�,I,,1.�i,,l��.t,.;,°s�'.;,II,;... �„a,:�.;l,�"r��...�W�[li,;;',;'K'Eii,1r�..' 'tx�tII,I�I�,k,4II+-�.s3�,,i„;1,.!... ..,•, I � r€L • NOTES: ll, LEGE 1. THIS IS A BOUNDARY AND TOPOGRAPHIC H T E LOCATION. 1. BC DEN OT ES BAC K OF CURB WI2. BEARINGS ARE BASED ON THE WESTERLY RIGHT OF AY [LINE OF PARK I STREET WEST AS BEING 05'28'37" WEST PER PLA1T. 3. EP DENOTES EDGE OF PAVEMENT L DENOTES-FLOW LINE GUTTER 3. BUILDING RESTRICTION LINE AS PERPLAT. I I IIIII',II 4. OTHER IMPROVEMENTS NOT LOCATED A5 P II ER THIS 'S RVE-W. I I I; ;,{t 5. BENCH , 1 I � !,f �„ �,.:» l:r' '!� 'I I _ MARK USED IS-MAG NAI I I; I � I 1, , +, I L & DISK FOUND IN THE EAST SIDE OF F CENTERLINE OF SEMINOLE ROAD AN D 20 FEET SOUTH OF Cf ENTERLINE OF 17 TH STREET. (ELEVATION 12.77 N.G.V.D. OF 192 ) 1 ,� I i ,. I �,,, I r aE il� •II,,, I l i I I I ry i t I i i 1,�I � �' lid ;I ,I II�, 11 :c•1 I , 1 s � ; f r i• 4 k n c t I S a; it I wl <3 I i 1 r' I 1 }� I � n l THE :I r PROPERTY ,'y:•:,,.-,II,' II.l€I€r.• I�I , Iip1,+: .,:,1��I','a;I,I'.I1 �,aI1i _,,.',a,:`II:,IIIikIrr1S..,,i;l,{•��,.�m,i,:,,I',�M' "�.yl�3,k�F''11F,�z,t,' SHOW N HEREON AP PEARS T0 L , OOD THIS S URVEY WAS MADE FOR THE BENEFIT OFI �ITHIN FL ZONE X1�AREA OUTSIDE 500 YEAR FLOOD PLAT ) AS WELL AS EDMUND RASTRELLI• CAN BE DETERMINED BY FLOOD INSURANCE RATE MAP i II COMMUNITY PANEL NO. 120075 0001 D, DATED PRIIL 17 1989 � I I FOF, THE' CITY OF AT 1 , LANTIC BEACH, DU CO rP NTh'r FLORI DA. 1 I , , I I I ka I� I t i .I 1 i' {I, i `a1 • + 8 + 4 t .. 1 _ "NOT VALID WITHOUT OUT THE SIGNATURE AND�- 1 I t s THE ORIGINAL RAISED SEAL OF A FLORIDA DON N BOATWRI GH T, P.S,M. LICENSED SURVEYOR AND MAPPER.' FLORIDA Llr• SURVEYOR and M APP ER : No. LS 3295 FLORIDALIC. - SURV EYING & MAPPING BUSINESS No. LB 367 ",1k 2 � 1.III t`1,,,�{1I3•;,� x.1t?,,i��,,�,,l- �I,•.�,,,,: I' � '.L€'r'',;I i � 9�,4'ciLL•.;' CHECKED CK D oATE:BOATWRIG T LAND SYORS INC,IN �RA1NN BY: JJc .I JANUARY Y 15 t _- 0-0FILE: O6 1584 1500 ROBERTS DRIVE 4CKSONVILLE BEACH, FLORIDA 241- 23550 SHEET OF - ', �'• 1#�, F. i I ,,1 f;l ss 1,' I ils ' I f^': r ,: i i i :I � G 1• - •,: +i f ,�,�@,f :; li. ,I. I l.. I ,.�,I I ,I i, r,.,., rrr• ,i;�, �,�;i, ,I r ' �'i s ",(ifI�I�EfIifIiIiII .�a,1�i,,iIid3iI�cai;,1�;IIii�iL�I,'I,1_";.`"5.,?,;•,.;.';.'1il'{=?'I.I�'I';',i,�;';.',:',,..:I.�1:,'9 II111111 7�+id�t1y1f111}!II1I1t4sff�i'+:i�+1rs61d1t#ti 7Ia�#€ies.��'iIsa II cIII�I(II�fj�'�{{I{l�1iiltt�io#I:IktIoIr4'.rEI(s'I�kt6IttpcrrdidIlIkl1!El'kfIk ,Iiitditar.I'L1i'ltJ4ztI�g°,�,il�it I t'o.lkl,k,'lI,�v'�v.!:!4a�!�'y`i_t1 ItI��ikIiI�'Ill�I k,�sIIi,lIiisJ+,•h',,i�t���1T,�1Il1,gf�I�{t4II(�I[��'h IIk.I"tII#IIt,1 ��11a�ala'I�.,��.I:u"{1i"1iII,f�g;�� �tiiIIIII'II:��i4I�b1{'dilissY'tkIk c�Y:,;f:;tIr:Iit'e1,F€bhttldl"gkVClaI�,:4y:.,t':1l<�•kI�,flppLirIIl�'I.',.t,f�:�`'I... i{,.''Y,"�`:.•" I�IJJIIIIIIf�:-lIIILsl��lIIIiIIIIIII�I�>!;?';,l�I';''!ii,,,'�.',,'a''.,. .rIIIII�IIl(II IIIIlIll I I �k3-f� -t°�++,����k"�%•`,`;.t ^ — MQ �AJ P 9t S _H. O � —W7—I tNv G mt � BOUNDARY S 'U- � R LOT 30, BLOCK 12, SELVA MARINA UNIT N0. 8, AS RECOR ED IIN PLAT aE s— G' Y— O OK O 3 F4 , T PAGE AGE 8 5OF THE CURRENTPUBLIC RECORDS OF DUVA COUNTY, FLORIDA.CERTIFIED TO:+ dSEIRLEY GRAY TTLE GUARANTY CO vjpA9YAT RCARD T. MOREDAD,P. .HPARK TERRACE - EAST (60,0' RIGHT OF WAY) S 05'28'37" EFourD 1/2" IRON PIPE 11 DD (PLAT)NO IDENTIFICATION S 05'29'51" E 109.9' (hASURED A"-'�f'�N+7f`L(-�*►n'-� i, - 1 , I — � I RFOUND 1/2'ION P I PE 140 IDENTIFICATION CONCRETE DRI CONCRETE WK JB' DUILDINDRESTRCTON UNE 20.7' Ln FQ V) 144' 0 C01401TIO14FRAIR PAD oNCRETE ONE SRY DRIIE MASONRY POSTED # 1110 C LOT 29 12et BLOCK LOT 8 BLOCK 1213a.0' '23.4' 14s' TEPS STEPS CO DO Ll0. 00 G t — —k� - I - I j . . , i :'.. =,'"".�;�I�d^J•'_!%1i':i�:',1';!`j,, lhI1'IIiIr:IIrIrIIII:II;r;':;.,*'aPs'!'ts.%,ttf.Rr„'',,!:'�'d1Ik+IIIII�Il��i{II���LIII I`'..",•.;.,•l @ -��""1!�i��L”I:i'?:%;;;.,,l�l`'','.,iTI�,�k�I�IIIi�hl'hll(II�,up.,,`' 7I ,:•j,f...„��;d�, � .,_.. _ Z -.— .S y�' —� a ' 0 / 10 + sTEut�� n _. Foup(o.vv LOT 30 i /sI2 BLOCK 12 VN) st iN s L®r y�0.01Sjs 4 FO UN1/f'1111PENO DENT1FICA'noN N3'4130" W 9.81 N o3 38'14" V D — 0( n10 2`I R ON P I P ECOATMON AREA 110. G' �� AT� N10�TIFlCATiDN 10 NOTES: D BY: LEGEND: RADIUS a—XzFENCE L LENGTH CONCRETE NOTES: PLAT1. BEARINGS ARE BASED ON THE RING OF N 83 5833E k�1 _ '. '. '.. I. ",`'' Ii:s{I7!a{{iI,ilIIiki#<,,".�`, ,�II,II✓:.�=.I,�a`�..i1''i;.,:1';Ii',I�,' t91Ita��I�������Ib�I�T5�a#lresp1;z tx i€.d'as{ItI�{�l�Il�1����I„",s.'"sst5:,¢:.,.,p&II##iPkp{g{IrlIpkrI��g(u�IpI��l,>,1i:..llki:,E"r�r#I,:Il:4IIE„I Stai'rII�t,I{11aIii#'sI.,.I:1���„�aLr��L"��,Ya?1�l'x:,!..9II,„'.,..<_.,.,,..,:,t:ILl6pklrIIII',r,:c,:,.,;,:'„-..,.vl:,;,`,:I..I11+�d'.a:'f,1°.=kga:'"d:.":r'., ,1iI�II Iri,.'1:�.csk. �..!iiI:IIi�'r!(,:.II�I�II(III�ILhI,I;€�i'�:e'',..s 1gSIi'TI fs! II� �.k4k;sfs,;'iI;Ci'ti�1If'IIis''IiI`..tjL1P:�Ill,c.ss4lI1`{IlIllIIIG;:,„:'::.;,.,:.,!,'1,''.'I:l,;',''.;.:"Il,,,'.',''�'.I.'II 7IjI I !�I1!�II1il�s���}ixI{t�,t1l"sI(€'.,t.i.I..Jl(ii�I I .:`,;.',�'�l�.I.1I.�i�k'';iIa''�'!;i'I'I1I'I:',,'I'','i 'l`,�x.�•.i1,"��i1;{t!lj#3+iII+Iisrjlni!1 ,�IittlIIIIIIIliI1IIlI1 ” —,---�N_O_RT.H_#ER..,(�BOUWE N D_.,A;.R..Y LINE „ �IN„�E OF�—.S U� B J�ECT(f�P_ aAx)RC BA 'I A LO N G TE �sL- ! tl- _ .. _ _ LrtL O, 72 , FL REVISIONS EL, EVISIONSEL. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY CAPTIONED LANDS LE WITHIN ROOD ZONE AS 011TAJ THE€ k� 120075 PANELNATIONAL FLOOD INSURANCE MAP OA7EO APRIL17, 1989. COMMUNITY UMBER X & OR TITLE COMM!Il)rCNTPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICAiiON HAS BEEN PERFORMED 1RILE UNDERSIGNED 3. THIS SuRVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT SU E 4. THIS SURVEY NOT VALID mTHour THE EMBOSSED SEAL OF 11E CERTIFYING SURVEYOR 5708 JOB DATE OF FIELD SURVEY: 09-21-98 SCALE: IP 1 DIS 923 Peninsular Place, suite 1 CERTIFICATE' I HEREBY CER'FY TTI1I" SURVEY 1AWAGE UNDER MY RESPONSIBLE CHARGJaC(80RYIIla, Florida 32204 AND 6Tlf1,..11l,UJLI TTECrRIIAISTANARD9 AS SET FORTH BY THERORIDA (Phona) 904-354-1141DUAHUor PRULs IA1A� wnPI, s I'M qIAFiFT 61017-0, FLORIDA904-354 1255 ADMIrmnnv��o E, ORIDA SfATUTES. MICHAEL LICEIJSED BUSIJESS 6702 x REGISTERED URVEiKOAWD A ER / 4879 STATE OF FLORIDALAND SURVEYS QCONSTRUCTIOSURVEY LSUBDIVISIONS yl it Nl �7{ i .i I I!; II I I IiIlII'iIIII.I'.IIl.,'IlIII'III '.'. s : S s @ VE k it � I,I I.`:ne: Nf 1, I ' La II } I �� •i t(� { I r 1 � 1 I �i ��� i ,III r - ,�p { �, ti�•�� k I I sl. i �lI �� '�,: I I. i : � '. I I. ff t a. L. I (( I I G•� � 2F Y oX z< O r F o d m : _o O ! t W (.Ldld) ,90'Otr L M O�,OO.tr8 S cn L I+rti ii Ip, i�I III, h '�j III y ^o zo ? 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DATE DESCRIPTION ae�'� R 6m.N:ry1.m6•q '.,. 9 i! 1 l# i � r ;i`{,%' :.'Cr I! I!I , �;I '. • _ s :. IT kkk I 4 Ix I , 55 { 1 i AI �I'... is �.II �( K. r''� 1 � i !il F. #, :3 .,i •ekf+ ,.}, t.Icl �i,,:. e li i ..::i , SI1"..,. i..l. 1•;I rA. I i'� i. 3• h• �', 6 t .i 'I�(r 1'II 8 I €�I:'( 11 f,ll' f I I �ahl'i �' ;II' `�! I S �, a I { ,. FILE:H;\ALinker\r\A-D.dwg DATE: 02/16/07 TIME: 11:35 om BY:TONY IAMELL . 1 '.. ( I I k 1 ! I I aa I a , I I +, I { f i I + r } I ) 1 f f �I �I F d I ' (it. �� t G� ,!' �'.YI @ 31 11� I,,. � t ! I I int, t.�_• *.I I ',. '1 -.- I I 1 _ 1 66 �0N lK E O �� _ - � C I ,S s � , I �r s � o I � , I _ I - �{ X : f d , I, •, a iI �� -�-- nN O s P11 _ I € ----- �.�i —'- --- X 0'Ol L 1 - o (PIaIE)LB'60l E za I I E,.LO b.�'OS C I '� �' @° � r.. I �I 1 ii d a � ,! �. '., I I - ♦ .5 �� I ,, ,v pp ' 2 -D"RUjti,.OING RESTRICTION LINE t x I� t {isi I S I I C 1 1, 1 1 �` 1. :. i'• ', ':. I. 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DUFF & BRENN LAMELL & ASSOCIATES A RASTRELLI E p ARCffi EC t T TS FL AR-12012 I NEW SINGLE FAMILY RESIDENCE 1 D .uame nne Pum+wn wrenau I ITZ 1650 HOLLY GROVE AVli. p ® a i D D �a � A KeOM'WLC,FLORIDA 11117 4!ia• i., D m# p JACKSONVILLE sa)m-INB PAX INQ]71-06N A•Ra€ 9 , FLORIDAA BmJla�w®C �,el r r REV. DATE DESCRIPTION A � I 7 '1! ll y .I1 I, � I , 1 - i �V 15 2004 BION 03:42 PSI A?'J-,... BCH, PUBLIC WORKS FFA d 2 � II II , X NOa 9D. ..4� 5843 P, 02 f'� 1�:9 G I , I I I{ '" " I {I r j i I` d / D �� •� G G _ c Nil "� iI II , I I `7:, - r � t..r { ,,,. StlOriB 8 Ci 0 Atlantic��aCh Zonl�lubdTr�is10II AT1d '. , � I ,,,I I I I I II Rnno�'Yolame Calcul g� Section 2446 b It' -- ---- ------.-. Land Development Regulations, )� �Y , t if ;{, , . L r� :, I I l { I , >~ Yolutne calculations for lots that require on-site Storage Mould be based on the difference in run- t�', � ©L ,�-r� �-f�.-L. k ------- off — h J L impervious area delta volume ouldbecalcuiated -----_._.__� volume generated by the new amp ar { )3 and w Y Tr -------------..__._. __ -- -�� V-CAi2112 where f �$:,,I S� it "� I .___—�• } �, S 1[N-I�'� _.. __._.-_ sy-}__._.- _. .-.___-.--_ ... _.—. __..._ .___... i I 1 �I /moi• i -_ v V=volume of storage in cubic feet, pp 9 { - A-area of the lot in square feel, I j .-, � V All Je^a5= an ramfa 3 inch ) ver# te lot area d R 25 ear d 24 hour 11 d th(9 es o an ��; p y S ,,. I I, � '� j �� I �'l ient w is 0.6 for the 50%maximum im envious coverage,0.4 for 25°/a I C run-offeoeffic hick p .. I, r I „ 0.2 for 0/n impervious cove _ { „ ,, •, �:It . ,,. r � , t : I � .,. � impervious coverage,If and p �b - if +� above the w�'t ------- - _ ✓ 5 �• !�, I � a,, ! 1 , ;, :I ,. ' ,�.,�°, I 'I` This delta volume t V minus re V in cubic feet mus ._ (post p ) tt be stored at leas'i 1 foot abo I 1 -s to scent road I season water table and below fht overflow point to off-site( marriy cases tb is may be the adjacent p* t --- RF I, ; , =5•.&19, I ,I �" //���2 9� d Pc ,v_�ovs_w�r�a� _ a roved b the Direcwr of Publirc Works the owner of the parcel to be _- 7..._._.._,.._______ 1 t I on)_ option,and as pP Y p a - C-1/EL�1�n�wT .._._�'v - elevate As an o ! 45_ _._- I _. ___t.- -. _ -_ _ ___. - ._ __ - - •24, I n developed or redeveloped may implement,at the applicant's cost, pl{#•site storage and necessary --gF- 3 conveyance t CO I CX3S#]n flood "e3 Of�-site, - rI' ' til€ con yon o Hina - �} I l„ a11 i IfSample - . Calculation: Assumevacant lot size of 300'x SO'-$000� I',`i: f r. : @ I, ,,, 5 [ s :. a :.. ', __,.._-_-.. -���7,{��6 _.._._.--___,_,-.-._� --_ _.._.___.__.._ -____ _w�..,aq_. .y, _W_ .. ►/tt' Predevclooment: }I ----------------- Runoff _-- I » z -- - ' , i.,t Volume 0.2 no tm vtous surface) 5000 ft "`rA3 in./12inJft '--------Y"-='" •----- •3 '-- ___ .__._..__ ,~..�_._-., -__---. ---___.-_ -_ Ij I r; I SIB N s, E I I V-775 ft 3�- t — '' ' J' I : fa t } I r; _ ,r- , `I, Post develo me t: t I VII i. u $ rf8 5000 ftp - .__... _..... ._ - , Runoff -O.b(Sola impervious surface) 9.3 in./12in./it '° t. 1. , V=2325 ft' - t l t tri, = _ 50 ft is is the volprovided Delta Volume 23..5 ft' 775fr 15 (Th lumeofstoragethattnustbe for this lot,either on the building site,or with Public Works approves,offsite). t f gp 8 x. I I , RQ[tabed Documentation, Include a block or section on#hs:Pav' g andDraitia c 1$n showingthe _--_ i ------ Paying � � provided. See example below requrremrnt and amount of storage pr ( amp )Is Stot7nWflter JtOr e Requirements — _ ----_- -- s6: ------------- -- 1,, ! Area Psrcant inn ►ous Runoff Volume IB sl w 1,i I} Predevelo meat g 2120 Op 3 S P .9 _. 3 ? � � _•� _ _ � I i __.. {, Fos Development Pt 'O -- - , p y --_ ----------_ -----------------.----- ' -- (CCl Stora ye Volume Required: ++y I 5f p I, Ii'I t,F I � s ,`II' �i�.� I ';�'1'I I ' it� t�t ���± ��'. j I` ;I i: ;'i I � Storage Volume Provided; -Ofl 1-'t ii t l }, � f a, Ijlr ?3I'.� I � �': I; �' 1 ,• , �pl,,.. d � ''I�Vi.' �il I : � 1. i�, k { _ __ --_-_.-.. ......__...__...__-.-_-.,,.,. :_._,_._..._.. --- -- Z` , 44� i, I r �A4 e,, i gni i t .,, -[`d `i Im., - - I _ �} I - �- : i 4 I }tr J1 i +ad -44 - �t -i , 111 _• a' .�_._._-____--�---. —•-- i IV, { !1 { 31.1 1If ' I I` h lf< E yt#t ; 9l�ifi$j� I 1 � • I t,�a1 'irI III ;� ;�I .I 1" � I rr I � _ 1` j �°I �� y�{ , �I M1 13 III'131 �'.., I , ("': „$• II. ! , I,, I ,�y@rypj� N S t,lle 3 I' : i-i II i,. 117 a lei"6,L1 i I. 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AD �urog Sus t i-n Se 13'8”� 28'8"10' °' HGU5 , Job Number j-07-m M2 RIM80ARCI Customer FASANELI RASTRELLIJob Descr. ,>z" Q W-14 Job Location 1710 PARK TERR- ACIpp -SDS3 fE- _ _ E. 44 -s8 WIDesigner JWK/2007 CO RIMBOARD 14'4" 144WI-16C BM3IDate 01/16/07 WI-20o 7Revisions 02/06/07 3 _____ __________---� -12Pitch I-12A WI-20 . Overhang 8' 8' rr WI-16A Tally Cut o -----------------I--------------- -� ,r WI-22 BearingSize SEE PLANS CN Seat Plates Yes/No YES WI-18I-72A r ------------ Base Plate Ht. SEE PLANS _ --------- I ® oa55# 0%------------ ----------HIS ARA FRAMED - ------------- T i:6q°I��Ig�I:I}..'�•'r IiM,�I , I-''':..GkR,I�I'�!I1IIlII�III�sip�1��,1a9;s I1ct1�1�f,I`Il'�In��I'I�'I t fIIc`iA�" ��Ik;�{j�">1;s1fIri'��d,;��'1',";�I•i;.°I.,_.,,.j:;I'��k��4I4''N��'�IIIlI1'')�zIi;I�I�,+r�^fl€,,'�:,.4h°•IIIIIII,IIIII,I',I� "I jI1III�II �(�It'�iI1•�.€''t,::i'Il�`��i!I3I IiJ[,1 : IAli�'I'IIIII : I:. �1�y��i�iII'' �� src - ----- --n -,•I;'rI, _.-____ I W I-11WI-16 BY OTHERS , -------------- I,i � 1 O.C.ST pHaIcSinLgA YO1U6T" o THIS AREA FRAMED BY OT ERS Wind S ed ' BM-10 W14 -------'---------------- --------------- 15* /8" HGUSS 113 _____________-- NO. TICE H 1, --------- -- --- ------- WE WILL NOT ACCEPT BAC K C H � G ES L—------- ------ UNLESS PRIOR ARRANGEMENTS 91 HAVE BEEN MADE; ----------- 1. DO NOT CUT OR ALTER TRUSSES;. P 2. VERIFY ALL SPANS AND AMOUNT AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH fl 3. APPROVED BY: ij PRICE: (+-tales Ta IS x) DATE:T=`— WI-12 'f I.I of JOB ADDRESS I ' r I l I��� 1�. , '� � � I ,l • i� t�.t. ,! ;I II � I t y� r it ray �'l',f i- I i I137' - 4 w r ! + 14'4" f 14'4" 1 � r� � I� I I I `�i ,�; f.' � Fe 10'1" + �— 7 4 �{ Manning Building Supplies , i- —9' F 10' + 13'8" 28'8" 28'8" Truss Division r ( . I�, �r EJ, St. Augustine l• iPle �? �f �� kI'P �1 ;� ,` a : If CJ3 s sn CJmos3 I Job Number .S O'7 O/k! K :I �I CJ5 w CJ5 Customer FASANELI $ E fitiD Q1 r r o) b) HUs26 W w �_ k .' D2 w Job Descr. RASTRELLI ( Ei = 6 G hFk� ,,, a a II dl P 1 t I: ',,. ✓� E A )'1 Job Location 1710 PARK TERRACE E Ia i {, �,f. 9'. , ,f",I 1 li CJ3 IZAA kI x + i� l 5'-511 5'2-5/16• J3A Designer J V V K/2007 ` i I a 'N r� F f ,r �.i - �n J J5 CJ5A )A CJSA !� J7 K1 J1 Date 01/12/07 K2 288 { 2 Revisions 02/06/07 3-S 7 i II y P K3 F9 w �� .I I s' i f ii U J3 U 2 ck I II I f�, +r i - �4e g, G gpl l + ei — - - - --- Pitch 7/12 US2 HU 26 cJ3B _ Overhang CJ58 N 1 Tails Cut I I N Bearing Size v g S e 8 t op --' --- --+ -- --- -- 9 Seat Plates Yes/ No YES { I i ,r. Q N I;, m 7 z Q m SEE PLANS i m 1 10- /a° Base Plate Ht. 'w I - P M z Loading 50# 25% s 4 6 ( € r' iv I 11 Q z + i , _ „ I� � K I . , � I ; I �I� j � .� _ ti � � i �; � --- --- O.C.Spacing �l _- 3, J5 M GJ M Q N ti� CJSA 24 9 Wind Speed P 120 / EXP-B / PART'ENCL J GU uQ' � NOTICE HUS46 JSA v B_z 5 �,6 WE WILL NOT ACCEPT BACKCHARGES r UNLESS PRIOR ARRANGEMENTS � gg '. :.. EJ7A HAVE BEEN MADE jjjIt II i�� "� i �. 13'4, ao -- I C6 C6 L 1. DO NOT CUT OR ALTER TRUSSES. _____________ CJ3 HUS 26 _V" 2. VERIFY ALL SPANS AND AMOUNTS i r-a' AS TRUSSES WILL BE BUILT IN I I t f lV lV YZ STRICT ACCORDANCE WITH THIS LAYOUT. I s 1 I z -s: i i 1' 111 E I I. ,:(, I� f I J' Ch f 1' s ,s" 3. APPROVED BY: 11 t 1 17 .7 10 r1:. it II i 4 `d =j� '! '1 c, M M m t 6 i, ( (' m m PRICE: ( Sales Tax) N N I s i ,`iE,el I it I. i �; 11i f `i CJS CJS CJS CJ5 DATE: I CJ3 CJ CJ3 TCJ.. Cul zs u zs JOB ADDRESS: X J 7'4" —10'4" i 7-4" + 13'4" I 17-4" 13'4" ---ice—7*4"--F 10'4" 7-4"�1 it k �I i, ' I � , I 9' a fe 10' a i� 1318" g'g�+' -- a+e 28'8" B 1614„ C7 )J3 � EJ7 U---- ---- CJ3 5 -5/1 — s ' I�] l it, �I f(� ,I" I I� :I I N N CJ5 w I CJ5 Iik :I +I II D1 uJ I i I _ 1 11 HUS26 M I I D2 w W 31 a p k r, 00, u Uit U ------ lU f }I } ID Cl)tt[ II ll is X1.1 f �I iI ' J3 ZtJ3A' J3A U U ERAXCJ5A 5' 5/1 5'2-5116"J5A J5 CJ5A � N J7C K1 co 00 8,81+1 K2 J2 F✓ - i' J3 ✓� i I �; G< ✓ use N J4 U 2 sr HU 26 --------- ----- --- ---- ---- U < I I � I ( II I I � �' � ---- ---- ---- ---- ---- ---- --- '. ( ' I k``} ;ti•Illt I,t.,l �'., , �� I w.�'. H S26 IN4,3 % III CJ56 P I it }';k�#' j'I l 1 �; N )1 Ire' �� I 1 I 91(�1 n , —7/ 6 N N N N N 1 } �' 13 I Ik ' I �' I ! 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I j �, rtil,� I •� dl i�I � I � ;, I' I I � ' � (Z, � it Cc � �-- Z�I, � .,, °j<;,I,IhII`v;!��III�ji��(:..�,��i{#II1 j,,;`!!',!!�i M1JIIIIiIII 9�a!{���a',1!'`�t.';�aY;.,.Y.'„,lri;IwIi(<';•'_.{i,t.t:,`I.:I',,'',,,:.'!I�' : . JIII',Ii�III.jIhIl�IIIIiI1r'I,'I?i:.'llI''�.ii;.III _�':I."II( I'.', I'. IIIIIII �IJi'{;IiiI{i�I,L�' 1" �Q DOSIDE-HINGED FIBERGLASS DOORN!T 149' MAX. oVE� FME MOTH 0 GLAZED DOUBLE DOOR WITH IWITHOUT SIDELITES AX 36.375" MAX. 37.5" MAX. lLJPD L.O. ANEL WIDTH FRAME WIDTH r W/ASTRAGA GENERAL NOW LLU 1.. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE .. REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM w DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED.. Of 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED co A3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 % POLYSTYRENE CORE FLAME SPREAD INDEX OF '15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. xvW 4. PLASTICS TESTING OF FIBERGLASS FACING-. SCRIPTION DESIGNATION RESULT 2TEST DON TEMP ASTDf929SELF IGNITI803 'F > 650 'F N cz W. t' SMOKE DENSITY ASTM D2843 48.91; it ASTM D638 -7.3f DIFF ,x TENSILEE it EU t PLASTICS TESTING OF LITE FRAME MATERIAL: W ITEST DESCRIPTION DESIGNATION RESULT 62 SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F :: w o 1 ,i, RATE OF BURNING ASTM D635 1.10 IN/MIN o SMOKE DENSITY ASTM D2843 69.69 O TENSILE STRENGTH= ASTM D638 -7.48% DIFF 0- -N / 7 iw2�oZNs � L.{ L '. I,II'I•.,',';1fI��hIII�1II.;,,"`;r'?`'.,.'11lIJ���..�.`,(�4I(ti hIlu�1:!l!'.',''.:;'i!'aJ€iIJ1�1JjII,I11II °��D����xVi,dSr r,.I€l€oY.$Y13+aE„z',.1TII,Y'}IiYr{!tbIl,r'.�,;4!h,:d„I,fl:��i1,IY"i:L:fyIiJ.I':JiI,'r11,.:^,'iI;1',.';�l'i iiiI{,IIII 1 COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 47. DOUBLE INSWING TUNIT W/SIDELITES i gI OX0 a3 it t . DOUBLE DOOR UNISINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W1SIDELISINGLE DOOR UNID OUBLE DOOR UNIT OR �UN:IT W/SIDEOL�IT6ES WITH SIDELI WITH SIDELE S .;f OZ DATE: 5/2_`5/05 DESIGN PRESSURE TER PENETRATION TEST PRESSURETABLE OF CONTTING WAINSWNG OUTSWING OUTSWING•CONFIG MAX WIDTH INSWING NG $ ` Q�.T.S.SHEET # DESCRIPTION 7X +40.0 -40.0 +47.d - -40.D rnvG, er:. . . . , 'TYPICAL ELEVATIONS & GENERAL NOTES SWS .0XX 74" +40.0 -40.0 .0' -47.0 +19.0 -19.0 +40.0 _40.0 +47.0 -47 AtS NCHOR(NG LOCATIONS EDETAEHK. sr► t0X or XO 7S +40.0 -4 47.0 +19.0 +440 +47.0 - 'sI 4I� d IIl''IIII III :.'.,.I:.'.. 47.0 3 DuvnNG tio,;112.5 +40.0 -40.0 + 7 0 0 -40.0 +47 -47.CHORING LOCATIONS & DETAILS . OXXO 149 +40.0 -40.0 + 7.0 -MA-�L0127_ 05-47.0 1 .0 - .I` + _ 4 47.0 47.0 1 � High Dam Threshold Design € $FEET 1 ` L. J Y t fi � , iII �I1 I SII' HP SEE DETAIL Lj- I � I "E" SHT. p � 2 6 gp tJ 00u 6 _ 6 " 3 3"43 3 to, CN t o LCC uj C4 r- Ll LL.f � C) J t 6 SEE DETAIL U _ Q �HTOr ui 44ff CO � � SEE DETAIL p p c-q wm CA 4 C SHT. 2 A A _ C A w ? cm�_ C 3" 3" 21 o I Cu _ 6," u ! & p 6 c O ILL-V6 3p° 3 - 3 f SEE DETAIL 6pto 3" p' "F" SHT. 2 C7 6u I I AIJACHMENT DETAIL v, 6 q r .ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, p SIGNED AND SEALED BY HAROLD� E. RUPP, PE II I i � L FLORIDA 15935 WITH THE LOWEST LEAST �. HARDWARE SCHEDULE FASTENER RATING FROM THE DIFFERENT FASTENERS I � I [BEING CONSIDEREDFOR USE. .JAMB, HEAD, AND 1. JKWIKSET OR SCHLEGE ANSI BHMA GRADE 0R s BETTER w I THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE i.50 U CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED WOOD SCREWS OR 3/i6 . TAPCONS. A PHYSICAL AT 10-1/2" CENTERLINE- SHIM ENTERLIN _ �HIMST BE PLACED IN SHIM SPACE Al-Al EACH ANCHOR 0�Q �a I MIN ,o.25p 10. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER ] (LOCATION. 4yN Vp .:S CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED �f » HIM — E 2. AT 5 1/2 CENTERLINE WITH 8 GRADE 1 ANSI BHMA A156.16 0 3 [[ k IFHE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM Y ( / ) li Y+it fi4 41 ( j 1.25 !-- SURFACE BOLTS INSTALLED ON LATCH SI I �'' DE OF ACTIVE � HANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT / _ $ 1 -1/2- .,�:. DOOR PANEL (1) AT TOP AND 1 AT BOTTOM. � I (OF MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE .:rr O DATE 5. 505 '� / L VINIMUM EMBEDMENT OF 1 -1/4 . 2. 4 X 4 FULL MORTISE BUTT HINGES. scams WOOD BUCKS BY OTHERS MUST BE ANCHORED TYPICAL flw� BY. SWS � PROPERLY TO RdQend�mbl ANCHOR (NST LLA�TlON z a �I �' s� , . a J �f'RANSFER LOADS TO STRUCTURE. cHK. er: f ! tI I #; ORAWIN Cesar!Nw N CSO 4. G NOj E I,I "= ? MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. bwkwed . i ` Jd kIc r; !� .'., " i; t1 �'',, '.iI �, , 1 I• i i Y {� .i". DWG—MA—RL0127-05 ':. B5 SHEEP3 OF 3