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BP-05-873_Plans PROPERTY ADDRESSS:117 N.E. 91st. STREET. MIAMI SHORES. FLORIDA, MAP OF BOUNDARY SURVEY SOURCE OF LEGAL DESCRIPTION rn SCALE I"=20' LEGAL DESCRIPTION LOT 17 AND THE WEST 1 /2 LOT 18 BLOCK 24 SUBDIVISION )N�.y �'�trMIAMI SHORES, SECTION NO. 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. N.E. 92nd, ST. CIQ 1_ - U.P, o w - - _ 56.67' 50.00' 50.00' 50.00' 50.00' 50.00' _ 40' 9 i o 1 V� 15 ALLEY ; 10.00 ASPHALT N; 75.00' j r\ F.I.P. 1/2" m F.LP. 1/2" N 14 13 N 12 N 11 10 N 9 9 (NO ID) NO ID) �' WIRE FENCE o. n �� ---ON LINE ON LINE 56,77' 50.00' 50.00' 50,00' 50.00' 50.00' Ilo w. �n 50.00' 56.77' 50.00' j50.00'', ;25,0' 50.00' 50.00' /, I 6' WIRE FENCE 6' WIRE FENCE I2 o5' U 16 N /`J7 ,/ ;18 r 19 20 Q a� w �CONC C\2 TILE: u 12,74' / o 6' WIRE FENCE / M 1765 56.77' 50.00' 50.00 25.0' 25 50.00 50.00 Ln 7 /� 50..y00, LO LOT 16 24 N G� LOT 18 N.E. 91st ST Cn "-+ BLOCK 24 t� tv/l J1� IJ TWO STORY coNC. L — - — - — - RES. #117 1185' MIAMI, FL 2,,35' o 2,35' 0 ri co 0 31.55' 21.30 ' `' nUA, J/4 L-'X/�05rTD��✓,4 �/�E�iTY .uQ�ioN�� ham= .~ � ,. __ _ /!�!SrJ21i�c/CF �DMPA,�1'�� .�arti,`� 1,✓. � �l�/N,✓` y tld.�!G 7' MEILIZ/L LY"llGi� CO� �I� AT/D / PORCH �� Y rk_j; aff-I A- a Pam O � �,��- ' FLOOD ZONE INFORMATION LOCATION SKETCH Scale 1"= 60' B.C. 9t 1 OOMMUNITY NUMBER 2.PANEL NUMBER 3.SUFFIX 4.DATE OF FIRM 5.FIRM ZONE 6,BASE FLOOD ELEVATION F.I.P. 1/2" m o� Z "` /?o2 / (NO ro) s. ry e� (NO ID) h&H � �L6 �/zaJE� ABBREVIATIONS & LEGENDS 1Q6.77' (S.�Q' S SIDEWALK, A - ARC DISTANCE CT- COURT F.N.D.- FOUND NAIL & DISC. O.V,H.- OVERHANG, RAD- RADIAL UE.- UTILITY EASEMENT. AC - AIR CONDITIONER PAD CDH - CUT DRILL HOLE FR - FOUND RE-BAR O.W- OVERHEAD WIRES. RB - RADIAL BEARING U.P. - UTILITY POLE ASPH - ASPHALT D - DEED FRA - FRAME P - POINT RD.- ROAD. UTIL - UTILITY B8 -BEARINGC DIST - DISTANCE FT.- FEET. PAVMT - PAVEMENT REC.- RECORD. W.- WEST. BLDG.- BUILDING E.- EAST H - HEIGHT (HIGH) P,B,- PLAT BOOK, RES.- RESIDENCE, W/F.- W000 FENCE. BLVD - BOULEVARD LDING ELY - ELEVATION HWY - HIGHWAY P,C.- POINT OF CURVATURE. RGE- RANGE. NM - WATER METER EN C.- ENCROACH LFE - LOWEST FLOOR ELEVATION P,0,8.- POINT OF BEGINNING. R/W- RIGHT OF WAY. WRF - WIRE FENCE BM.- BENCHMARK LN,- LANE.. P.0 C. POINT OF COMPOUND p /, j,, 0 0- CURVE ESMT.- EASEMENT MSL - MEAN SEA LEVEL CURVE. RR - �P,ILROAD - CENTRAL ANGLE C.B.- CATCH BASIN ETP.- ELECTRIC S - SOU 11 24.5 PARKWAY r7 C.B.S - CONCCRETE BLOCK TRANSFORMER PAD MEAS.- MEASURE. P,G.- PAGE. SEC - SECTION STRUCTURE. F - FOUND MON - MONUMENT PKWY,- PARKWAY, S.LP.- SET IRON PIPE. ASPHALT; co - CURB & GUTTER F.D.H - FOUND DRILL HOLE M/L.- MONUMENT LINE. PL.- PLACE. S.N.D.- SET NAIL & DISC. M/S- METAL SHED. P/L - PROPERTY LINE SP - SREENED PORCH CH, - CHORD DISTANCE F.F.E- FINISHED FLOOR N.- NORTH. PLA - PLANTER STY - STORY CIR - CIRCLE ELEVATION NCVD - NATIONAL GEODETIC PRM - PERMANENT REFERENCE SWK.- SIDEWALK CHB.- CHORD BEARING FH- FIRE HYDRANT VERTICAL DATUM MONUMENT T.- TANGENT. CL.- CLEAR F.LP- FOUND IRON PIPE i , No.- NUMBER. PSM - PROFESSIONAL SURVEYOR TERR.- TERRACE, ASPi-{A].,T PMT '� ' ,) C/L - CENTER UNE F.N. - FOUND NAIL & MAPPER TWP.- TOWNSHIP, , ,;.� / ; / '� NTS - NOT TO SCALE ;/', ; CLF - CHAIN LINK FENCE a - DIAMETER O,R.B.- OFFICIAL RECORDS BOOK. CONIC. - CONCRETE R - RADIUS TYP - TYPICAL CS - CONCRETE SLAB / ) 11 .E. cJ1St. S T / ,.; '� �! �,�� NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENCED SURVEYOR AND MAPPER. Examination of the abstract of title will have to be made to determine recorded instruments, if any affecting the property. Location and identification of utilities on and/or adjacent to the property were not secured as such information was not requested. Ownership is subject to opinion of title. Underground foundation and utilities not located. The survey depicted here is` not covered by professional liability insurance. PSM Z DATE: STATE OF FLORIDA 2- DATE: 5 DATE: DATE OF FIELD w SURVEY 'o'0o 4 DATE: -�—, JOSE A D AZ FOR: 11865 SW 26th. ST, BUILDING I ORDER N0. PROFESSIONAL SURVEYOR SUITE 14 BASIS OF BEARING SYSTEM WHEN SHOWN REFER TO: AND MAPPER MIAMI, FL 33175 TYPE OF SURVEY; BOUNDARY SCALE: 1" = 20' CERTIFICATE NUMBER LS 2798 PH.(305)267-9016 04 VA set 01,041TF10A T`lr9, N.V.A,P. F A tN 6.L.. -4Af 14A1tAf f I PWA moos so., fWyH 1"00 AIG RATIMG 1-YP4 N 0. .- �I.ErGr. cs5f�`/IG9 GAT, ` b�Ap 4&a;�EO 3 wlRi 1T N T LOAD 4EILvjj6P KVA + 4Th 1-Il I.o IO 2 1<RGt3PYA61,0 1-19 0.s � Vill rHW GU IN 2 I'G E. 0 APL � kill MP'TE- PA E ,_ly ,,o _ z F G ! SSA a9 PA N P L. ��' .. G.W, r I p E ��O j'Pi 1 A P L A M d b -20 1.9 3 14 �J �' 10 PATH R a� T• _ 1,0 fir N � t Pt, �► aO -20 p1ju aFtwP 2 r- I�d A hl0✓w (ZOL)N V I't WATBRA 4 G�PvUN D P�dDs i eArc rt 30 o — PPLtoNG�* d* A Nc.BI : % 12. N rs P•w/ dV�F ������T Z.IGk �.dr3 ���"� II� Ae,� c. �� zg u� ��r �, � �.rp,a r�riva nEvIG� _ `to-o At t-�A�T rio 0 To t-4e-V I. i� AHDL$x a 41r� z e rv-OAfAb� 1' t � I� �r K1r ao - 8 coNOG.N. Z � 5�0 �t � 61 rJ F=G�O'�' i�- �Jr -- --- e:c it Pr G c Ei S I. 5 0.$ # ' ' Z N IT All JADE NSW GIf�GL) 7" 9 �-i� rS REc Pr. -I .v 3�' 12" GaP Act, 1:Alf 0. 1 r-. r• d r•. LII`tf�lili f3Fi ADC��D 3S bA7H Fl4Ge; P7.4 1.2D 10 �2 '/2�I RBGlSPTAGV�s .!� f vie _ � � T �"� GA (.. + 15[i, NYS TG' �3,x l�i�lr.C� I Cjp A P 3�I SMOCK&E ETgGroRS Idly ! 3 1 y�;l - WPr 6F1 P,5cF- 'rAtl.E ►2 104 IZ Il1'' .4—•0�,, �r v1G � PAS fie, - - - - 4 42 4, I y PAGE i' t�oV Ipr�G' TorAt, i oONK. L OAP; MAO- POPIANO; A�-!, Wat-.K- 5HA mil, * - NOftil GoNGVFP•�NT LoAvS► �O Ah PEA- t`J, E , G. '.` "NGrs � DILY&R USI't. f"V106 1*_Io 6F,0ut4P WI;4 P61; Kite- -zoo-CIO LOA p PA TA /10q/L 4F X - tO KVA log 2 KVA APP I, 1A N6 q- x (,5 K A f<YA WA9HI;fz I x 1, 5 KVA = I - 5, KVA DRY KvA = 5,o VA WA rl%fz- HPMTEIZ I x 3, O KVA = 3, 0 PIA RE F5- 1 roFiftATof4 1 x 1.0 KYA ; 1 , ,9 k,/A P-AN 0 F- 1 x 12. 61 KVA = i2,O kVA Ta rA VA F19,*T IAaKVA Q 10070 = 10,0 KVA _ Ip.a le-VA F-6-MAINPEP, = 2�},-� KvA A 409'o kVA G 6 N r" 1,, A i tz. = I o K,/A To r A r-VA � or'1 ^ DDITION � �.e- �-Ja H N H A I �? N ��. DESIGN mot, A. !"/ V C'T(�- I G li �G f-F l 0 v t� 4 .tom voAV cAL.6VI.ATIONS ° • WORKS 5�F3N=Comsmwff SCALE: Ay S N ow t�► APPROVED BY: DRAWN BY �� - JIVD�O F. M�ANAN DATE: _ REVISED AWIXW FL A"7M- R] 41441 81k 23RD•SOW it F� "'�°"�"► F1.3J023 <:p ...,..« DRAWING NUMBE( \� A A F 30669 air � It U.P. O.W. % / FLOOD L�GEIaD I l�1 J 15 ALL ��;$ / Additions., p2amodalin , Ra airs. t ir.l C�= ►' �nl�'• / 10.00 ASPHALT / / g p Comb irta ti4tt z �'J�`, r n T u- x0em !1-7 N E I 15r ' IIIIIIIIIIIJIIIIIII�IIIIIIIJIIIII'11111111�I IIII_IIII�IIIIIIIIIIIIIIIIIIIIIIJII F.I.P. 1/2' 0 I F.I.P. 1/2" 0 _ (NO ID) 1 ,y� L_G' WIRE FENCE 9p.'. (NO 10) � ��j !� t�2 I f} aaX �4' � ..._ ...,. ..... 6 -.,.. .4 _, ,�,.. •- JIIJJII yg t LINE N a - ... ...- . . N ,. l .... :.n ❑e Y''rn N U m b e, . ��' IIII ON LINE SLWIVI510t�t MIAMI HO K,0- MAt wm. ! � -- Ply - .,� _... i Contact PJa.r7e ; 5- 1 27-G�918-�R9�2 T _ . , .. � �' Cc h1R rL REPJrE H k ntact Phone E INr; Otq _ - ' �_ �� C, � � �i�! _�. _ Folio : q206-013-331_ ' f.Cr�S)519-695 fXk?t OiF CO�f3TFlJG1lS�-KGQt Oi VORJC F L 0 F T �� Project 1 N a. e ,� HAMLET R E '0,W bffmOR Rtt+O'v n04-CWt OF %A= "At ltawt Iu"no UST) f--_ -- __ �,.� _ Y Date Rer_g1�,P RESIDENCE RD IN�UST j [ f �, bw $t- C4Sf r9F VO�t1C- Satt. Of OAtSf. X (4 1 soft.uv>rtc sPACtk f_.______.— - e 12/27/2005 C � n hJa.r e CRISTIPJR EERNRPJDEZ 1 sort as Caro x ps sasr. 31MAa V*A40, )0-- AcF ^�C' r._ 6' WIRE FENCE POO ' 6' WIRE FENCE Moor[4vN4164 V Gr�gw/btar�Moor Jd�ac«+t Grp qw-vo F R .A P D Y I�N �r1w rF �ti _ . ,.J �- O �, $ TILE 1 ` 6' WIRE FENCE .✓ n+� ov1� OF n�IS n u�o�stAl+n 1w►t nt vc�x k�ou+t INVICA�v ADOV'� Is ' v.65' o Caw t0 00 KW1 ON 11;E OMO AL pean t ac" OJZW A 31% (6) ram Pwoo Fam AG OAt'E OF VNCN " CIMIMA11 OF C"ulm Is 1"". IF km AW001W, RWK .0 AIRPORT LOT 16 a LOT 18 9",11 RXTIOR ALIUATlft Amflft RH100�W OIR C�OI1011IA1I01�1 t1+l�F Is �� - ' BLOCK 24 TWO STORY coNC. BLOCK za �A1{fiCAtF OF CO V1111M 13 J"W, OR W AAI 1HE iRlIL�CANC IPE>izt00. It A r ' RES. 1117 Wu. of ca+slo� w aaMIC>t: oF•t>}+� 0eotirt vM � 1}a>i nawtsmr a OtaAaF� UTf��E� �� io.as' MIAMI, FL 2.3s'0 $A31AN111 y II1P'R�O w OR OPMM ko n1 Et= MUCH 15 tit w tI�tYLU►tIL'� 44# SIRWrt t� VU I* ONAIW IN ACC 900# E VItN awrnrt IC of n+E fitAll-0AOt I � �( t 4 CQam C c � �a • WA� - � 3155' 21. 7. 80' .,, _..,. ... ..,,.,.....,..,..... .: `PERMIT Is NOT VAUD UN i tL F NAL u . , „. �,,°Pi"�;.VRL IS ISSUED BY THE OFFICE OF PLAN REVIE'�N SEiWICES PORCH 'Q 3: 1/2 0 F.I.P. 1 0 90�0• d Dry 00A R G� 1 f `r 167 N :NO 9 !0 (NO ID) 0. _ $1! (N0 0> LD 11 ! W W 1/1 4 F fiOT l Pj ♦/ 3S G �� 10 13.(( •'� ., 'i' a� f ' -. ,•• 'a ,-y• . < s. SIDEWALK.- � 1"1. I 75.00 ` 5 stn i.OG K- 2�F M �i -gP�irloN I Am ?,Nv�I7 TUP r` °�' II I 1 / PM7 �Oaf< !o AT PA(� IQ � ) V C� f/ I� E v A I 1 ON Ifs.., 1. I ° —- cN'' / 24.50' PARMY 4 1 v _n iw / mP PATH_ �°� � . . � �D� -�.1 v r� �av1dl:. �r 1 Are I�4 FOOLMA Rao PA U E. I�»l: PA t'"I.,E.t.. �� I' G tat N9'uy l,* Ater 3�� ADDroO ` o A,4 vt rtN.4, . �� � PA f,r% PA4 .1Is fA PA,�.te • �PaG� IN rA N r. 14 -0 ,1y 1�yd �A _11 11,14_8 _ ,.�� �c GD L t/M NJ G -�r U L E I� _ �.= IS �!' j 01' IZI' �jl- IOII 21� I ` HN y12E CD RclRII"dR�INCv TIES IZc�A�fcS It 5Rr, # 3 1IES N I(I N D' - - - Q -- - o - II t t ;! ll VS ITT i# 3 T i�S r W p '!o't a O !A _ ® I� C2 f2 XI2 x �`� 5`� .1 ! 1► L �Fi �'� ' ��il _ C »� _ T O G 3 f G I'x g II #5� VV AT, V-3 r l Es 1 ��� ,067 , �} ri� N ©M +r o,a Pg� kOA R 12 �iG O I N N - Gs. +I• �! ct #1j� v��1+ i 3'rI ES i Q ,IOC ` g 1` — w �AA�. � 12 / _ N c- rD 5p VC FICLEp -� © w& P ATM T �t 00 ANI-ry _ - 7 FJ _ 3 'A M I(,- 14d�tG At2G e \ m a a ,�,,$II ► I� A l�iT' "� OOA 4 I C TYPIGAe,) ���� a0 wAf.� aw BED R.00M ll� � trlt�GUl r4, yMax-ti N � 'r. � l9 . Dare6TOfh* SttALL- G 0 ARC. Elm _ GARS~- �^ =� N ^w Ir IA'I' N>;w FIB, I'l 11 r -�- ' , f - Imo • VA7 I c�i��J 01 0 Z A 4 - T - x ��- !�I v I��i 2 / �X I T'ls (`'1A � !� � ( Z � , � i l•V `r Y ?� N11 N, D t;41 G N I M P A GT J N v P1 ERIN S A P fi R o v a 1. •--� PfZE�4L)F. 9P, 4 l OF �Gl_� It 11 M� FL 15 i 41 NCO L, G +G 1, a' ' PSr 5v 'N *A r�r Y OL A sy u'll y X 2•&`I li 5X IyT �� Aarj AXL h It& A � �/ GV MA k I 'Z �'YP .. MIN, pEy1GN MPAe,r IND M5AN3 APPikou�l.• P KIc.4�,v R.ar ti, I OF eeo R E Sy No. •�C'�O R. C) OATE 4. -d oV V'a':1�. CHECKEO COMM.No X 157 I CO I • S 7 V I �A N K.` -._ . ... - _.. - _ ____ _ SHEET ( r a . . ___ _.._. i A F 30653 U.P. O.W. FLOOD LE(SEND io, a Rep 75.00' 0 117 H� -I'll I T «—•—r--r—�—a— �—,�—•—•— r-- F.I.P. 1/2* 0 F.I.P. i/2* P I ��- '--"' (NO 10) i •k�51 WIRE FENCE (NO 10) ON UNE- � J. ---ONLINE c3 �tJ�DIVislG9t f°1!A P'1 I Ej��� %%' �.At dO�C: ( � O.W. 1�R E *+4vAr}4+f-cWt at C Vol a fm"" Ust) -- ------- 11 I - cm OF -—wit. OIL 0"1. x (41 Sul.UV94 Wa k s ter. cp ter. ac (ss 3"r. vmAct, cam. k 111- - 6' WE FENCE­/ ' - -- -- 6' HARE FENCE-/ I I Maw z6vL9fis6dk'g ca*rs�w ewtsv wart Adj""&&da�".ovWan � I �Vrw®s.J �Savatt6a� a�ee.cpa mid i1� �iw l 1 I, ' 0 - C�2 Ak 1 1 I, y aVGI�'�e � o J i"{ 11 , x' rr.aa�w Et.aa�.vb a _._ _.. _. �_ ..._.._ CON ' c4`2 TiLE .a 6' WIRE FENCE wig t' n4s Mrf 1 TM" SNAt �Im �1'40tl�1t ATM move d [A: 17.65' o CaW 1® OBE K�fT 04 " "fiCIM. MAW O A �%(6) 00 1 till 0A1* Of W04 IM CW IFICA I � 13 1394 . * Mf AW 0044, aOAt� LOT 16 cu LOT 18 W"fft 04 ALIVAIUX AM19t� Btd1� 09 iAf104 w �ttlrKK'Atk � et1�1 13 . �t `5Ai1�1 '� 1RALX.�JC Pf�tlt�. It .�...�,..�� 1 - _. �.•-----_.._ BLOCK 24 .--� BLOCK 24 TWO STORY CONC. RES. 1117 ems. A C&0 0-At " . If S 13 of 0 10.85' IAWL T�?i Y a f{,@G�2 �i�1fA1 � MIAMI, FL z,3s'o t E 1 2.35'cn CO."" cam. CD c^y 31.55' 21.80' E V 1 9p� U ti� C'�,r•7 .r' i I .. ';t-v ••z' , /2 o F.I.P. 1/Y o o ya o (r s« v F.N. NO ID) (NO 10) �`� (No 10) D, I Vd !l/ r] j" ',. I' .'. ... tc?�J 1 108 77 5 st�E�tAi,K I~4 I!� - " 75.ao f.�,. . M t+ v I I � P�A"C Ada 10 A-r PAo w I h. / 24.50' URKWAY } 7777/7,_ pJ ff . 51 A I ..,-.. .M..•...:•. .-. 4..... '� ..�,/• �E ry. 1 11 I � � I`/mL/ �1"I � !i�+A��'���V y�'/. i��P .. o e ----""` _,_ � � _.� � 6 �/'f //,�, Ir� �.. �.//"`"" ' �/ mss �. 1! _�'•,`"..__ ,,,"`---;-T•;�Rr- --�;^�•r, , t .w� ,• .�_ E ,,,._.,,.- AA —1/ 7 1� W TVO_.. ._ r�# I 77 1 OD c� I �" a i E i . ! � ! INC�� W �- . � a � P'`t I E41�N M A G i `b+p ESN S k vv A l., N p P � � P P !�1vs� � ► _._ __.�� ,, > I �R tiL/� � f a .yw �. II ��L, ,�� r ' I-4 y rb G �+.? ,� Fir .. • 1 MIN 'PE�ICON IMf"Ae,r '2� 0 HaAN4 APPIZOVA'1, I Nt E 0 y ti L. -Ott3i �i°�IX i li tee a iZ H� �60 Cl�MMLIVt� r' . - „_. .. s ,� ,• POCK rH�B iw =P 5 1 �F It } v J°%' RVTp TRUSS ANCHOR I�1�{ �A 2 N G I DN x rn p�YA w I I,a�0 D Desi�, Features: Provides a custom connection for trusses or rafters. N V I A 21 G T►�Uyy ,4N�p� T N s. •- , g'����w"�� ;� , w' Attached bea�t�i seat r�lunlncites treated sal of ILluislur�` barrier �dl L.44 V1% � �PV1 FT h � lot W/ t4d (.,OHM @ �hA r • •` " Allows a 4 ernbednunr in concrete w. y • M i niawuwge n compression strength of concrete is ?.000 )'St. �� T p �10 DATE 0!1 VAV l I g 1alanszed steel. I R-rs ,J OiMENSIGNS,(!n) AttrQW!A�4.E NO LOADS(IpA•l PRODUCT e - PER 2� Get, MTL k S LE C GAUGe Ht H2 FASTENERS UPLIFT le0*4 UPLIFT 133Sfi CARTON � . wN¢ �t►ik• �1F/V�/ M22O2, vROO to 1 �A T , , 14It4C f ri�o , p, a NV!' 208 a *.164 ass 5Q I Ti�vAT I PAT r'Y I/2, (y htvr ►31Q to to i< 6.taQ 1091 90 so d I t1 16 6.164 t�40 _..._ 12to so wp VU WD . . . tWrA i7 t2 _ s� tf l �'� NIltA5� Z1 t. to la 1c1e;a �. 4s t510 so a� Ix FIJI�R- �A1 BIZ r_......,, J O I y tts'c +r,n� l t . ........ 0 V1` rats lsto 5o Nvr.A�•t�e to IQ 22 12.164 ' �v %0! za NvrAB 2�0 14 .; 20 24 14-16d t e'�i so cb NV1A$•2? 14 22 2a 15.164 la•�• 1042 so el rip P • i":•t !, ¢; r ah t%otes: ,,W specibod, fasteners should be used to achieve the values specified on W/ 2# 5 m4T r1»> n, a► 1 :.'' -*'*• schedule►.. mien two anchors are used, one on each side of rafter, the load A w a ">► wsiq.r .e .1r. ► ,� is twice the tabulated value. 2" minimum distance frorn edge. T ���5I ,I N �v CA w/#� 3?IES ' t1M� »a,.• • ,, code .:. ao oertCompltance .;`Mtr4,Qac v No Q1 ~u; :06 S I REPORT No.9635 T`t` GOVT iH1pt 7/lgl' A BC^ EP 0 51 'bil k Tit► 'Controlled by Tensile-Strength of Steel. _ �o P F IT oN spur � >,�> r II�+ 11 -'� N 0 G�V Ie,•y tr QTY P I GA►I.) M 6 A L :x� oraayr >�•. . f�W Pe f I P E 3 S� o(� �A R, 6 G A. I/411 Pmt �r See Ceneral Notes. � w T� SAT N t /fix 12rt . �L�V�.�1_{. �! ...���1 '"'•!. fi�•zI(��Il �lI.OP0 PIPS 2'I0 a!' �iMAU.E2 I/8r1p6R FT ••�urw�oaerr�s . _ _ _ _ ••w ,w..,;..w�w. A l.v P I-u M r v l�t : v�it-i 1'y U w , 'ra FIX f SHAL., ,aMpL y t II • �'��p' I� V TA e, 6 , �oo<(.,�4 o `� �P� r 131st+ wG�. GOMBINpTIO Pl VA i. vBs St1A � VA TI T • WINDOW O�G .� VS%TrA� I. . �� I ` NT5 � W06' v��IR� 1'NV1y1 ' I�� ' GYP vrii o ,.,. SA N k T � fiGRIOV ATTAOf F10•MT To rR.oiAL*97 O i . X11 IL A ti ID.t•• •- �•� x IwtNa . YAK aoM ANrltat�s .' ' . 4DI - _ 14 H>✓Av •'eta # x l'� ,4441 Tw.r,r,�N ANGHdrK �� FAQ! J ti ri I'! .. �i'••' !`pP i VO Wr"o 'TA P am, A$# AVL WINODW4r 4H :w B$ ql �' IN r/I`1V FI (, W09 G�w w/ �D `AP IN vINYI. WWATH0P% *11411'IN�► - �► t3A 5 O �/I/• I it g p�I cE A09 6AULKlrtri ._ _ __. _ i' 2 '� - �vFFIT VENT GA L- 4,' PtR•- Ix, ��G 2�oO1.�, I 30q � �aPP',- AREA 2.06 V6 NT$ - •� �' - � 14 x P/��40 w w'4G• Ar SdFF IT • M.9TA I✓ R U N N ig�- GRUAL NOTBSs _ (i II o/G Y`f PtGAb IwOe '1TFWaTvM1E UOlL 0 ��FIT' 1. AFL,OoN$M=XQN sue, BE DO IN ACOOM WITH THE - ^ 3 r/811 `zIM VQRIOh WIL(> UOUE M TO t� FZ�MAI N x V1l4vp t:1"A r v a s 2. �s wbo� BALL � , ANc jQRW, TIM AND.81 Ep ° - ✓ © P�. -� D " -,.,,. Q ', t� d/G(rYPtd,�e-) x'a T s 1�aGGzDxTY 1� ` FOR T Bc MME �`I� x � �' �a,�.� FOR wl c I THRY AIDE $ib ANO"it r IST THE wAbs ADD. I'Ztir F OOIt, B ----- t 3. ALL WOOD FM W#, B4?M 1�G, V== NAIL '' %Wj, 03 tT,i'ILMy 012 PRF TED PINE W;'t�'I; T10 V0I . P INS *P1,200 P$I , FV 40 PSI, E a 1600,,000 PSI, lyA . r�IST t '�tT 198 (U.O.N.) . --- VI!PR.Y wAL e, 4. ALL PI�XWraOD $1 WALL M 94 A©00M TO APA 3 /16 SPEC. PINiSH BroTM - 10 1aES AN PI, M WrM Tf�l PAM G"FAIN P1l�iFWN Tp TO S1I:MRT3. f OPA,R F,00r IIJG A, X .� , � WV SHAM� HAVE THE M W1 sIW STR34MV @ 28 Ids. � l&T 4apAs� IK�'`w.00.D ( P�T'� 5. ALL 400 PSI. y N 12,PWVIP,F,P T H 5 o t.'8 P t.�+T E 1aQUAT, t.A .N I � T �-t-• V� S I G ES 5 t E0 T cavc,, 6. ALL RS WOW S'I'10Z R1�A:1t SHAM BE OF THE NEW AkM -615 �`�.�. :.. � �X I* 0 W/ � _�. r I N 'TAPCON ANCHOKS 6A. '�°_ � aTRVGrIJ�r> �=�_ 1�_, a l.91 •1, WIND Ditfo14'1N CI40*11r +) DUtiA'TI N FA T P • -" Y;f,�4k. .. � < _ I �� - afk A hto)I/A 4 e. W 7 X8 , , 1 ' • , . i.. �• .�, � ax Go_v V H . _. . .- `� Y P I G� L �'�I� T i T'lof�l • D�T'/� I �- ���t'a �!v" � � , ��,N� ,�,t, ., tr �T�A � pNGt�O� v0 �.T� I oA t._ W/ P d NA l��j !�! r 2s� _ i"1 O DOWN A rTA G N 6 t7 '��$UILDII�TCI O�FIC�, # '�! T 1 0 5 t� f1 rI� IN 710, TO e x ItiTIqc t BAH 12 o tape I I r /h' G I�a T l N �° W/ 2 TA P Go P1 •THIs LBTM IS TO MRTW THAT THIS D�Qi CApAWY QF SOIL,AT T6lI /� '�- 51 g r ICA P o0 3/I ( �/s} F'A y 1'4iiN L t2•S BY RATIONAL ANALYSIS AND TM KN{}VI�] OF SUH•CONOM01 $AT•I'I AI�JAC r ,� 0 MIN N Co P 31", *T R..A P RESIDENCE INDICATE THAT THE 5011.IN-MACE BEARING CAPACTI'Y OF 2500 P.S.]R. SEW Pv x 12 T i B �A t� "�W�ti I�I vP•R,I�AN� ; BEEN ACHIEVED PER THE FLORIDA BUILDING CODE SECTION 1818.1. � OF-APO v ��..// mk,}�; :•, , T 1 P� 'INB ACTUAL DESIGN LOAD OF THE STRUCTURE IS BASED ON"1'HG�DESIGN LOAD OF t. M1 g i y (__ . _ X 19 r, G H U W A tr V 2000,P.S.F.AS PER THE FLORIDA BUILDING CODE SECTION 1818 2. � 'i�t h l���� �" .,.. � `� A PER THE F.B.C.SECTION 1818.2: N LX1 _ A TH8 Tzl�OF CONSTRUCTION,T�ARCHITECT OF RECORD SHALL SLt.1�1N1T TO TH$ -!•-~-�=•. � ____ Zp� p N 11 AND SEAT. ► lNSll'ECTOR A G CC,1rT T�I,� >�. . • , , �. - (� 5. l .s. �../ I YED ANi?Tk1$FQ!tIND�A`TION CONDITIONS ARC SI •14'1EI4F , .�, : /^{ o- + - vP�+FT . i - � • 3 ll„ = 1,all IiIXBIBA : rlk-ri'PAP FrV0oP. ` T�Utiy @ Uit o/G t 1 I II I iI Ir •— � , n .... ac _ trT Y P I�a - -� �, C� x "�, x l �► I 11t l 1 - A , - fir• �iO hPiT O PA P °L - . ' PT 2 Io @ P,042'10 I OA ANA.,, : I� �j ( r> _. _ C ee W1 �0, �o - Y � �- r 2x 10 ,—' f�eO 16,N p B,A r LcaAp L I , .p .F �, - - a �FID�Ih1�r TYrrr,At. a i I �,/ W A � � 11 t �. - 0 r- �T w F Eta ' �N� Co.�A v L 1-.r I,�aa Ia �a I b v3 r ._._ C T YP i G�4!, 3 G I b ,w.I H P !r a A C� �» l�► b P'r •t4? 4 ,�A �c ,� z i L7 h. ,f f'I VpviPT O IiA P f= If«I �" (..)-olf . t�N t1 x GAk� Vt•ArpV v.0,Ar –. ORAWN OATS I _ � 'r T U l+ L. F'r I" 1:4 Pflt i*1*�►;t� "�,r.! r�i . —� T9i , I.Qt� 4AN:01 CHECKEO COMM.IVD 11 1 di - ET II I R V�A r 14N Fa G Yd(� -�-�- ewe �1.� P 3 (01• I-►, �, I3 r PEA i'�AN AN ANol T Op Au . i G1>x ?!11yW4V9 METED TRUSS ANCHOR Design reatures: Provides a custom connection for trusses or rafters. T����i AN, t,We, �� �/AI 111N I°Jf�l'�D Attached bearn seat e4minates treated sW or ruuisiure barrier VPrI t"T' (, l�l�j`� �� l�r� ��'�i� �� �'Ar '` ._ s'• -...- _ installation, �U'I 114 � Ir, �AtIr !/ ✓U AJ I L)P t Allows a 4•' embedment iii concrete �' ' rh, • M Minlwun t compression strength of concrete is 2,(x)(� 1 Sl. �- , y v,P e.r •c..w.•....•.++►r<ww. ••irrtour'M.waat�aM � `��` ep� ... �... � ,�v , �� • 1� gauge galvanized steel. RIM r / t AUCWABLE WNO LOADS(1051 DIMENSIONS. h w1iRWw► .'; i BILE P CODE r GAUGE H1 H2 FASTENERS UPLIFT 16094 UPLIFT 133y 0 1 � CARTON tR �T----+-�-- iK: 1 •164 8 755 r� �A t _ 12 td1/>`A208 /4 d 2 5 80 Il U Vf�T A d t4 Q•164 t090 406 50 _ '�° ....__......,.._...:....«,... , .... ,...,...• "'o_ _. yjA.. I,/ y AS-210 4 2 0 _ _ n r X�9 w� 7 ivy i 2 (`�� 11 hfNl' « 1� 10 „•,,....,. � I/ 11 !7�"''( kA//�✓% -'/ .....,..�„r• a I L !�I V'/1� ..aair4.ar+rs .r . WG __. . .. ki 18 tWAS-212 14 12 16 8•1ed t so /l X p w D / ► 1'1 A I � iz- • il'r Ia NWAS•2t. 14 14 18 1c-16d 1815 lsto so I y ° I x Z PT' F L' I .... G �;� ?ti tvV'►AS•216 '14 � ` 96 � 20 t0.16d 18f1t 1510 50 „ �1� 11s,�'Qq.+rtdl 11lrC7n+twlorF s ! - _ - ,�,, 12 NYtA$•2trl t< 18 71 17•t64 1842' ttt42' � (��/,� �'�"'.. '''M _ - - d H . • $"ft s>tsts• � �� fi�� 24 NVTAS-220 14 20 24 14.t6d 1642' 1642• 50 — 5; Q► IN f1 . GKI►b C NTAS•222 t4 22 26 15•t60 1642• 1842'�lwwr S0 �j t': :.. •_. ___ p I : tQ . 1n -re) wla T15 d �P ' - •, motes: .Xil specified fasteners should be used to achieve the values specified on W/ ��� ��' ��t4T gad • '•. a••:- • I � " schedule. When two anchors are used, one on each side of rafter, the load k Ar Gd .I�I Is twice the tabulated value. 2" minimum distance from edge, rewt.rr.+4�r.e.4s. ewe U It'd V� Code >>, ` k, N_ r• Uo 1 M ro Ra A proval No X1,4:06 MCI REPORT No. 9635 � �� ..,�..�,- ._._..�_.._ Cam liance� : et .�__ ...•. Q 1 � �' - � - 6C^ ' ._ � _ • $M& 341 •Controlled by Tensile-Strength of Steel. 4 M~✓-rA Ir BATH I {�4" 5130 JA4 • • ssrwap p ae�aavrr 4 •�E v,aayeitaMraO nga aww ir1 6tK.w .t �► �� �I � �1�t"p 1 l P: 3 iI see General' Notes. k { !!U II It • � I � �,� i"�. 11 * Its [ II >I.r�P PB .. �11A t..t..S• `jgri f,5iZ V�/1� ! ✓ , a' �i IJ 1 ' "aw•acv. .,..a.aa _.....,_._..... .........._,......._ .. . - --- i.. GCS • h ' . o��t1�'" Tvl3/-l-0W55i• �i`vr�i01NA`)'ieo t,t VA � �> yrtR�� �i"��lU✓A�`��� �-- � � ---------,_a v �,A N!.ice P, 1' V j`l•V�SG o W I N PO W -006 K- P55-TA I.- 14 r* �� � � �`�f ••` ' 7K yGR>✓W ATTRGHM04-� 1'o 'rF SAT V �yaKy ;/ `t I s,,�`.-4•--�� 'I ��� ✓`i'',N G) � 'ry?t - ,� ti t l-L- ••- 1+ 3/to"# x IV40 4goN a . YAP CON ANAlrti�f i.. _ I�- r � �� P✓� � a r kvMs' 'r t4 AWoo$64 H t' v� .•vita► M x l'�2«. t D rz , A r a ,JAM t ye" *w✓ TAram ANO Md 0.4 A t•1. WIN POW tit+:a ��r _ �A i . `' ; =, 1 IN VINYL, W>s ATHIsf- *TF-1rIN0 7 V G A l. GVt,,ATION rEI'- A140 6AU/K1r4C — ...... � BAG 2�So�t•`l I - _. ..» .. ............�......_.r _. _n.n._.«h .. k. o f F-ae9 F A F-F_A V 6 N Tf it 4 zrew 3 ,� � hJ a� 11 x� NOTES: Y y'PI�,�c. 5 t:c v�•Ir P- To A t3ov it ..� ftOp� yTFUGTvfLE I I �At-aI 1. ALL OONSTRUGTICN SHALL BE DONE IN AC>CORDA L7. WITH THE - / THE FLORIDA BUILDING CODE I F ti LL M ALL WOOD MUWM SHALL BE �, ANCdiORED, TIED AND BRAKED �rA �, �r�Ds 2. TO DEVI;LOPE THE STFdV= AND RIGIDITY NECESSARY FOR THE PUIVOSE ►t S oa vr" FOR WHICH THEY ARE USED AND TO RESIST THE MAW IMPOSED. 3. ALL WOOD FRAMI S, BLACKING, D=ING AND NAIISRS S)EdALL BE UTILITY GRADE OR BM W# WiOUMM PRESSURE TMATED SOtli M PINE WITH THE FOLi.OWIM MIN. PRO12'F«,R'I7ES Fb =1200 PSI , FV =90 PSI, f E = 1600,900 PSI, MAX. MOISTURE CC1I1rM = 198 (U.O.N.) . WAt,L, 4. ALL PLYWOOD SHEATHING SHALL BE IN AQOt7RiMX9 TO AL'A 32/16 SPF7C3. yI pay AN PLACED WITH THE ?AM GRAIN PERPENDZCUTAR TO THE SUPPORTS. �-B PA I tt• ��1 y°� 1. �-� f4VrIN6 AO %XI� i , t , 5. ALL CONCRETE USRD SHALL'HAVE THE O MPRESSIVE STRENa'H @ 28 DAYS �Q U!P•E D ¢u 0A y 2 K s}..`W ov,D ( P. Y� TO BQUAL 3060 PSI. rl.A 0 N 1 N G P. T I ' BATH 50 t.'E PL..Ai E cave- 6. ALL REINFORCING STEEL RE BAR SHALL BE OF THE NEW ASIMM A-615 / T *L-M� W/ 3 GdNO, GRADE 60. rAPGON ANGNoKS ---�"'•. .- ,-� ��F aTRVort/�.� • �•PUI`"1;1 24" 016 CrYPIGAf.) �, WIND DF:�tl s�l C14OHPtI) DUNATI01`4 1vA6T0(1. . 1- 3 .►. d f '•ir6 ; 0 i ��I �G �"�;/!� f.�' �1 `�?►� Ah* raft A N* I/A*a 1w.�� ' '�` - - - + # ? i • �Ta � i T l`1 S W N A r 1A G N 6 Y © (� F^RTiT10N ' PF-.-_FA1L-- Bd ` A i ! 1d EA i 0)TI 146' r 0 J OA H OF.AR BUILDING O FCIAL, - I1*� Stid x- d I y T i N G' 3 y TMS LE ER IS TO CERTIFY THAT THE BEARING CAPACITY OF SOIL A7"THi( Ste, 1 - I �/i G I /q. F T8•N I:. R� BY RATIONAL.,ANALYSIS AND THB KNOWLBDW OF SOIL CONDITIONS AT THE ADJAC Wt C),r :• 6 U_i r 141-0 1` 1 �l�w �.� 1 ry �'1 Pi �►p A r� fi�U ti!� N V�K I�A N� MIN � P�F �1'F�A P � RESIDENCE INDICATE TII1#T THE SOIL IN-PEACH BEARING CAPACTd`Y G�?,500 P.S.I.PS I1�. f BEEN ACHIEVED PER THB FLORIDA BU d CODE SECTION 18I$.1. �, ILDIN .. r, Ta1)aA I f"! ITiE ACTUAL DESIGN LOAD OF THE STRUCTURE IS BASED ON THE Exi DESIGN LOAD OF "°'.rs"_-- v°..'$•,,. ;3. '' F .......f ..,m... ,•1.;+^'+ `f"`. 9d ::. tie t.t ` ^•- tea , IOIO.2• .. .. RUN E FLORIDA BUILDING CODA SECTION 1 "w�,.,.,"...,f •d:u�,w -,r.. � .. � 2 P.S.F.5F AS PER , n . t)00 P AS PER THE F.B.C.SECTION 1818.2: AT THE TIIVIE OF CONSTRUCTION.'rim ARCHITECT OF RECORD SHALL SUBMIT TO THE In - j G N p F • 1 • '. ' "' (� '�"'' ( �"'�!�, COUNTY INSPECTOR A SIGNED AND SEAL LETTER ATIZ�STINQ THAT 7'1�SITR HAS BSI � � lei L Q 4�✓ (' SM ON CONDITIONS ARE SRti�TO THOSE UPON V"Cif LA Q�0415 BASED. C. ++����}��yy ��VF.p is ',al7�i' �i•,.3J. ST" 7- V V ' 12 arctic 7 4; ­ k i (r f �,61 x PAP LX V p (r p E�� 1<'1,4 it I V E. l e'A p '�Gr I f7 f" Iv __ I I l�, y I NA ��Aa `rw' '_ I lyPar-.w._ ' Yel '�''' �,,,� '" ,► i N CL .�._ �I�� t :� � � � �,,,,.. • i ! 6 1 I I I C1"fPIA :`� V �� p i7 UO �F I"i l> Leh j1, W 114 A P '� eo 8P 110.G pp�ddf ww t G• /� y MAX .4 0 w . aRAWN DATA I " W CHECKED COMM.NC' i'"g > 1�r j N T Pr N IF, . . � .. r-I r � 99.1@ @T � I i I1 O� 07 f _. d' i I A Flu AT JU T111ft m Is k 1"j T lu" N FIE 'LD APPROVED Pe`uut no.O I-J t J y ) p Date: Miami. ade County Health Ue',,.tncnt pf',�6'�"�1 �'rtflC2�5 V'tL14f`ae • BY APPROVED DAIS S.itUCTURAL % �� / S E�EC1RiCA:_ 3 DG. LL rE';ERAL, ..USlc�' 10 c REf_LATIONS a ,c (,(",rNTY Rv.E., ,•.C�1. - �}ATE r -✓•' - i j I II II II IIII II II I II III I I I III IIII VIII IIII III I II I IIII III I III Derm Number : 2005-1227-0918-3802 Contact Na.r•e : HR CLRREHCE HERRIH13TON Contact Phone : (305)519-8905 Folio : 11-3205-013-3310 PrcJect Name : JOHN HRMLET RESIDENCE RDD Date Received : 12/27/2005 Reviewer Name : CRISTIHA FERNRNDEZ