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09-709-018CONNECTION 29 NET UPLIFT = 8 1 lbs GRAVITY - 486 Ibs CONNECTOR TYPE - NO CONNECTION 8 NET UPLIFT = 5 70 Ibs GRAVITY = 396 lbs CONNECTOR TYPE i`I CONNECTION 21 NET UPLIFT = 669 lbs GRAVITY = 405 Ibs CONNECTOR TYPE SEE DETAIL "B" ON SHEET 5-5 SEE DETAIL "A" ON SHEET S -6 3 S -7 CONNECTION Z6 NET UPLIFT = 2-S6) lbs GRAVITY = 225 Ibs CONNECTOR TYPE 0 CONNECTION A NET UPLIFT = 5 O lbs GRAVITY = 396 Iba CONNECTOR TYPE lO U O rt N W LL , CA p O 3 0 CONNECTION 29 NET UPLIFT = 841 lbs GRAVITY = 486 lbs CONNECTOR TYPE G NOTE TO CONTRACTOR: - ALL FIELD DIMENSIONS /ELEVATIONS MUST BE FIELD - VERIFIED BY CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. IF THERE IS A DISCREPANCY, PLEASE CONTACT THE ENGINEER OF RECORD BEFORE CONTINUING WORK - BEFORE COMMENCING CONSTRUCTION, CONTRACTOR MUST REFER TO ARCHITECTURAL DRAWINGS TO VERIFY LOCATION AND ELEVATIONS OF WINDOW/DOOR OPENINGS. ROUGH SiZE OF OPENINGS MUST BE VERIFIED WiTH MANUFACTURER. - FOR FLOOR DRAIN'S AND SLOPES REFER TO ARCHITECTURAL DRAWINGS. CONNECTION ANC140�RAGE pESCRIFTION: TYPE @ Connection 1 Nu -Vue - Uplift Strap Connector NVUCF 183 LF Characteristics (Refer to !signed and sealed specifications attached to calculation) Allowable Loads - Uplift : 14020 Lbs Fl 6000 Lbs F2 : 5510 Lbs Fastener schedule: Steel Plate : 31/4" 0 Thru Bolt. tie Beam = 2 -3/4" 0 Wedge -Bolt Anchor from Powers Fasteners, Inc. Min. embedment = 6 ". TYPE ® Connections 3, 4 4 6 Nu -Vue - Uplift Strap Connector NvUGF 182 LF Characteristics (Refer to signed and sealed specifications attached to calculation) Allowable Loads - Uplift : 6500 Lbs Fl : 5000 Lba F2 : 5090 Live Fastener schedule: Steel Plate : 31/4" t Thru Bolt. Tie Beam = 2 -3/4" t Hilti Kw1k Bolt II Exp. Anchors. (bolts). Min. embedment = 6". CONNECTOR "M" CONNECTOR "L" SEE SHEET 6-5 5EE SHEET 5 -5 (TYP.) IB' -O" (TYP.) 4" GONG. CONNECTOR "K" CONNECTION 25 CONNECTION 25 NET UPLIFT - 1 BS Ibs NET UPLIFT - 1 98 Ibs SEE SHEET 5 -5 G=RAVITY = 644 Ibs GRAVITY = 644 lbs (TYP.) CONNECTOR TYPE (De r -11 CONNECTOR TYPE C -- PREFAB. JACK TRUSSES iv 24" O_C. .... • W i - W ! U V Y Y V•! • Y YU VU IN •Y44! 4 • • V Y `• • • • • • W W V Y W" • Y • • • W V • W•! VYY V • V VW•• V . • • • ! • i i i W Y • • • • • • • Y • V • V U V Y V • W • W Y • 40. •• - .- ._----------- - - - -�- ONidr�C � ION @ . • Y Y !• NET UPI =IFT 1545 lbs 0 • GRAV=ITY = �85�Ibs y U. • ❑ ❑_ ❑ 3 0 - - - - - - - - - - - - - o - - - - -- - - - = - CONNECTOR TYPE 0, -- - - - - -- ;- ;, -1 S -5 r R -2L. +lit "r°" - -24L. +I`-F -ro" - R-2 '1`-• + "C' -r°' I �I - RB -I EL_ +11'-6" ( RB -I EL. +11 -6 I �,, I I -- - ki "5 12" O.C. I1 I I I I I I I I I I 1 I I 1 I L� II - -- - -- �_ _ - - -- - ° - - - -- lu�j 0_ I N L = �I� A In11 i I I I I I 1 i I I I I I I I I I }zp_2 EIL. +111 -0" 1 1 RB-2 +Iltl -O" I I R -2 EIL. +11 -0" I I CONNECTION 25 I� cr O ,� I Z (TOP) - I N� I I I I I I I I i I I r I_ Y O NET UPLIFT = 10135 Ibs !Y Q GRAVITY = 644 lbs I} •4 12" O.C. o 4) o I O 4I � I 4 m I U- - 0 I O I -i I 1 2 "x6 ' WO D I -' I Q `f - CONNECTOR TYPE U BOTTOM) > _ S -4 1 = -� N O L I li I `� I .10 SE DETAi "A" I -1 —� - _ _ . _ -_ - - - - -- }J tu LED ER / �'a + a wl ON MEET -5 I N C EC ION 24 KWI BOLT II `�' -� I 0 I� U -I I' I I 1 I I NET (UPLIFT = 11i 2 113a I I 31/ �I I I I I � If w l I .4 w- ' S 12" O.G. I = 4 4 MIN. 1� 11 IBOTTOM)� O -, I 1 I I GRaV(TYI = 594 Ib�O I I rE1..iB DM NT I I SEE N SWEET 1�_1A'I CO EG OR YPE G+ 32 ' O. 145 12 O_G. - 6 CONC.i I © - - -- CONNECTION 2 IL =S' -O" (TOP) O SLAB I TC _ _g + _p 0 -2 -D 8 -2 EL. 9 - B -2 EL. + 9 -O i I - ,r 1) I I E _ 1 �� I NET UPLIFT - 209 lbs SRM624 I `� `' 8RM624 -- -- - - .,.,. -- - -- -. _ .- - -- - --' - - _ = - _ .••- -- _ -. _ - -- -_ - = = - == - -- 2 GROUTED CELL -A--- _ - --2 "x4" WOOD JOIST -- -- = - - - - =�-` - �r -5 EL. +11' -11)1/ " 1 - 0 3 "x6" WOOD BEAi -15 - R1`1624 TB -I 11' -11 V BRM6 4 - RTB -4 EL_ +11' 0 RTB -4 L +11' -O "- - W/ 1 -06 EACH AT , 4 -1 _ I+ I OPENING GREATER 6' -10" 6' -4" 16` -10" - 18' -O" 3 6" 6' -O" -11" 1= 0 -O 5' -11" I 6' -O" 3' rn" I I THAN OR EQUAL 8" I_, �., p �� ' I as < 4" _ "� 8 CONNECTION 24 CONNECTION 18 TO 6' -O" (TYP -) - - � � 4 "x8" WOOD ' N p - _ _ N r- T- � - jn O 1 = - 1 NET UPLIFT '1 2 Ibs 4 NET UPL IFT = 1 5 -�- `r - - -- ----- - - - - -- -I,- _ = I _ BEAMS I 0 Gov" -�Y X54 Ibs - - - GRAVITY - 985 Ibs �rt 3 - _ _ - Iw = b I S -5 iv j _ CONNECTOR TYPE Q _ _ CONNECTOR TYPE 0 = I I Al 4F3 S , 11/2 " O.G. 1 -- a1 rl- S -6 I _ OP NGS I' 12 "x12" I N - I I (BOTTOM) _ - - Y -- - I� OPENINCY 112" O.G. 1" m +•I I WOOD RAFTERS J � 6" CONC. 05 +� 112" O.C. O "4 0 12" O.C. O - I -.r *� 24" O.G. O SLAB - -�� L =5'10" (TOP (TOP) - (SEE MECH. (BOTTOM) I� ..�W *5 a 12" O.G. +'5 a 12" O_G_ I \ - - 6" LONG. DWG 5.) "5 5 1� O G. - �- L =5' -O" (TOP) ( OTTOM) - = 1 N5 a 12 O.C. j I - - - - - - - 312 _ M _ B SLAB I L =5 O (TOP) I (TOP) _ RIDGE _ I -- - --2 "x6" P.T. WOOD 11 I 4' -9" $' -6" 4' -9" - I -3 EL. 10'- LEDGER W/ Sid" f O ,r - DN. DN. w = t""""- - - - -- i I I I • - 3 U•- I 11 -`�' �1 -n N _ �-_- �- - ❑I "5 10" O.C. .9 m . 1 r N 1 KWIK BOLL II 4 1/4 Q = I f � r! _ � TG Byll EL. +12 -O � 1 6" CONC. I (BOTTOM) ` _ - - - - - T-----2"x4" MIN. EMBEDMENT 0 I 0 SLAB 2x6 WOOD LEDGER WOOD I I 1 - 16" O.G. At ALL -' I -cQ - Z� 0 r- 45 a 12" O.T. _ - 1 ---- - - -�-- -- - - - - -- -- 1 W/ sis "t KWIK BOLT II BRAGINCx 8' -O" CNI WALL LOCATIONS Ig -� _ _ �t L =5' -O" CT o ' (L 110 I 1 4si4" MIN_ EMBEDMENT MAX. (BOTTOM) I I I - J ri _ - - B -8 EL. +12' -O" I EL.I +12' -O" = BRM�o24 c() 8RM6 = TC I S -5 0 i I , (� 6" CONC. = I +A 32" O.G. _ _ 1 I -- - - - - -- F--- -r _ �" - -- - ---- -- l - - �0 8RM 24 ---- - - - - -- r I __N B -h EL. I1' -11/4" N — - -I� I + U O I SLAB -� - c� U - - - —� -' +12' -D" I = i I I TG p 1` + "5 ,2 O.C.- I I� I I r /4% L—__�I I 8" T -8 (- OI I I OBI I ry O� 1 I I� O = I (BOTTOM) j I IW = I +12 -O p -- - - — -- - 7 - TOP OF W _- ,, 6 6 _ 6 -4 16 -6 N 0 1 Q I -J-- I S U7 - - i �„I I / I X 1 - -- - I W t�,_o„ 11I' "' _' I TOP OF "_s —, - *5 12 O.G. CONC. SLAB t I L� I I • a' "5 * 12 ©• I I o� p- I L ■ 1' -O" (TOP) 6 I GONG. , O 11 O I TOP Or- I �' O I GONG. SLAB --- N5 12" O.G. I -i SL ri1 �-~ (BOTTOM) �� _ -_- 0 CONC. I I I I I I- II III I1 ,1 I - - - ---- - - - - -- 1 I CONNECTION 11 (BOTTOM) I wl I I _ - _______ _ -------- - - - - -- o�-- -- - - -- -------- - - - - -- - wl I S GONG. 1 a,l I - �- _ _- --- z_____ -- -- _ - ('► _ NET UPLIFT - In Ibis I I I I 1 1 iI SLAB -- - -- - - - -- I B -1 EL. +12 0 I 8- 81.EL. +12 O I 1 e -d 1=L. +12' -0' 1 TGI Fes- GRAVITY 1229 lbs 1 - �- - *5 10" O.G. I �I I I I 6" CONC. "4 0 12" O.C. I *4 a 10 "I O.C. I I 6" GONG_ CONNECTOR TYPE ® 1 ❑ 1p 1 � BOTTOM) --- I +'S1wl 12" ".,P.C. I SLAB (BOTTOM) I (SOTTO ) I I_ + 1 _' I I L =1121' -O "((TOP) * LI - -- - -110 05 • 10" O.G. I SLAB - -�� r -- CONNECTION 22 ,� (VI I O I 4 Q O.G. 2 1 ._..._. - - - -- I IN (BOTTOM) -- I _ I�NE7 UPLIFT = 3 5 Ibis - - - -- - - -1-I- I S 4 I I I I = I (BOtt ) S -6 1= *5 ° 121' O I I+ I ;' - 1 CaRAVITY = 329 Ibs �p I I I W_ _ I -- - - - - -- - - - - -- _ _- I I 1 01 O l0 a I (BOTTOM) I I I r- -1 CONNECTOR TYPE I� L- -- -- ..- -- I� 2 -*5 I N , 1N*5 12 O.G. I I I _-- _- - -_ -_- - I I I❑ 2 "x6" P.T. WOO I I I p I O - - - - - -- - - �- CORNS I� -- N +L =S -O (TOP) "4 Q 10 O.C.I I - - -_ I I� (` N = LEDGER W! sis "�, BAR I I WI " 6" CONC. _j I (BOTTOM) *5 + 12" D.G. , 1 ©�O.G. I O SDHETAIS -,A' I I I KWIK BOLT II (TYP.) 1 I I I �I "5 12 O.G. SLAB lw I �� (BOTTOM) _ _ y 43/4" MIN. EMBED E T (v I I I I (BOTTOM) SLAB m "5 *� 12" O.G. I (TOP) * 16" O.G. L= 5 -O'Ip. 1 I ( (AI OPENING jm I _ L= 10' -O" (TOP) 1 - - -J 1NQ J_ I I4' -O° ,I 1 I 2' -01 1. I - Z r 5 -4'O' I- 5 -O 2 - 5 -O -O' -O -O 5 -O 6 4 6 -O 6 -O 6 -4 2 -I I _ _ _ _ T W I 8'= -' 1' -I" B -1 EL. +11'- )4'I' -I" r- I 1'_p U_ 1 I I N .4 I I I 'O I I I t,j 1 8 Ol1TLOOKERS I 11 I +I' -11)i " 1 - _ 1 p j I I O j * 24" O.C. 1 I HIM - - - - - - -- -- - - I _ - I I I - - - -- I � ¢ 8 24 - L _ _� J 8 24 -N-1 � TG I � � 1 I I p O p j 0 -0 NET UPLIFT ION 685 Ibis �,, T -1 E + ' 1/4" : •01 + I `;; TG I I 1 �., T GRAVITY = 419 lbs _ j I - 1� I I1 w TG �i j I -6 ELF '- 111/4" 1 I B -6 E1 X11' -11 _ CONNECTOR TYPE E 110 , _ 14 I I 1 I 09 - t � 'n SRM624 §1 I+ TE3 -3 - lq �`' = - "4 12" O.G. Z it O -- -- -- -� - -- - - L. +14' -1 )1/41 ELTB4' -1111/4 in Q� '� p 0' Q- (TOP) Q 'A p _' W CONNECTION �8 I tu TIH .t 2 NET UPLIFT = 1265 [be I WOOD RAFTERS * 24" O.C. 12RMO2 B =4 EL_ +15' -O " S -7 C� VItY = 990 Ibs 6" GONG. 6" CONIC. CONNECTOR TYPE OD I I1 5-4 EL. +15' -0" SLAB 04 • 12" O.C_ .• _ SLAB - ----- 2"x6" P.T. WOOD LE=DGER W/ 51/s" s KWIK BOLT II 3' �$° 8' -O" 3' -8" -3.. 8'_611 (TOP Ii' -10" 431/4" MiN. EMBEDMENT o 32" O.C_ AT ALL CONNECTION - WALL LOCATIONS CONNECTION 26 1 NET UPLIFT = 345 Ibs 1 1 � II C REINFORCEp MA50NR`r': 8 RM ,F, 24 I I I I SIZE OF REINFORCED SIZE OF CENTER TO BLOCK MASONRY BARS CENTER SPA'G. ALL REINFORCED MASONRY WALLS SHALL BE PROVIDE WiTH +'9 DUR -O -WALL LADDER TYPE HORIZONTAL REINFORCEMENT AT 16" O/C VERTICALLY. HORIZONTAL REINFORCEMENT MIN. OF 4" INTO ALL CONCRETE COLUMNS. DENOTES ADDITIONAL VERT. BAR IN CONC. FILLED BLOCK CELL. ® DENOTES REINFORCED BLOCK WALL. TYPE! © Connection 2 Nu -Vue - NVTH Double Strap Nv358 -16 : Characteristics Miami -Dade County Approval No. 04- 0510.03 Allowable Loads - Uplift - 3086 Lbs Fl : 2691 Lbs F2 : 2528 Lbs Fastener schedule: Strap = 10 -10d Seat = 6 -10d x 111/2" TYPE (D Connections 8, 10, 12 4 19 Nu -Vue - Holden Double Strap Riveted Anchor NVHTA 18 : Characteristics Miami -Dade County Approval No. 04- 0510.03 Fastener schedule: Strap = 6 -10d x 111/2" and NET UPLIFT = 2 6 Ibis GRAVITY = 225 lbs CONNECTOR TYPE UI GENERAL NOTES: 1111110,, 4111�� 1.- ALL ELEVATION ARE REFERENCED TO A TOP OF SLAB ELEVATION (+) O' -O ". 2.- TOP OF SPREAD FOOTING ELEVATION (-) 2' -0" TYPICAL UNLE55 OTHERWISE NOTED. 3.- PROVIDE 6 MIL VAPOR BARRIER OVER WELL COMPACTED FILL, iN ALL ENCLOSED AREAS. 4.- COORDINATE ALL SLAB DROPS AND DEPRESSIONS W/ ARCHITECTURAL AND MECHANICAL DRAWINGS. 5.- FOR FOOTING SCHEDULE, SEE SHEET 5 -8. 6.- FOR THICKENED E=DGE (Trz.) DETAIL, SEE DETAIL, SEE SHEET S -i. 1.- FOR SAW -GUT JOINT (C.J.) DETAIL, SEE SHEET 5 -1. 8.- FOR EXPANSION JOINT DETAIL, SE=E SHEET 5 -I. 9.- FOR GENERAL STRUCTURAL NOTE=S SEE= SHEET 5-9. Nu -Vue - Twisted Rafter Ties NVRT -24 : Characteristics Miami -Dade County Approval No. 05- 0326.11 Fastener schedule: Truss = 4 -166 Tie Beam = 6 -14" Tapcon, min. embedded 111/4 ". Allowable Loads - Uplift : 2133 Lbs +122 Lbs Fl : 1611 Lbs F2 : 1943 Lbs TYPE @ Connections 16, 21, 23, 1 25 Nu - Vue Holden Double Strap Riveted Anchor NVHTA 18 Characteristics Miami -Dade County Approval No. 04- 0510.03 Fastener schedule: Strap = 10 -106 Seat = (o -lod x 11/2" Allowable Loads - Uplift 1233 Lbs Fl : 1611 Lbs F2 : 1943 Lbs COND FLOOR PLAN S -7 SC: 3/16" = 1' -O" NOTE TO TRUSS MANUFACTURER- - OVERSTRESSING OF TRUSS METAL PLATES IS NOT ALLOWED BY ASCE 1 -05. NOTE TO TRUSS MANUFACTURER: -ALL TRUSSES SHALL BE DESIGNED TO SUPPORT A MINIMUM OF 200 Ibs At ANY SINGLE PANEL OF THE BOTTOM CHORD TYPE O Connection 5 Nu -Vue - Wood Hanger - 2 Ply NVF1­l02 Characteristics Fastener schedule: Truss = 2-5/is" + Thru Bolts Girder = 4 -5/s" f Thru Bolts Allowable Loads - Uplift : 2910 Lbs Gravity : 4215 Lbs TYPE= OH Connections 1, 13 414 USP - Face Mount Joist Hangers HUS26 Characteristics Miami -Dade County Approval No. 06- 0921.05 Fastener schedule: Header = 14 -166 Joist - 6 -16d Allowable Loads - Uplift : 1915 Lbs Gravity : 3000 Lbs TYPE O Connections 9, 11, t 15 TYPE OI Connections 26 4 28 Nu - Vue Wood to Wood Hanger - 1 Ply USP - Framing Angles Connector NVSO Characteristics JA5 Characteristics Miami -Dade County Approval No. 04- 0101.04 Miami -Dade County Approval No. 01- 0419 -01 Fastener schedule: Joist = 6 -I0d Fastener schedule. Header = 6 -16d Header = 4 -31/s" x 3" Lag Screws Joist = 6 -10d x 1 11/2" Allowable Loads - Uplift 1219 Lbs Allowable Loads - Uplift : 114 Lbs Gravity : 1815 Lbs Gravity : 115 Lba See Detail "A" in Sheet 5-6 GRAVITY = 329 Ibs CONNECTOR TYPE I I ." -2"x4" I I _ DIAGONAL BRACING (K I I + I "" 3� r-• I I _ W I I w- Cnq II + II I I CONNECTION 2 NET UPLIFT = 019 lbs I _ W I I GRAVITY = 1818 Ibs _ _ GIRDER TRUSS I I CONNECTOR TYPE © _ CONNECTION I I NET UPLIFT = !P2 lbs GRAVITY = 261 lbs CONNECTOR TYPE CONNECTION NET UPLIFT = 685 lbs GRAVITY = 419 ibis CONNECTOR TYPE 0 °- -- -- NOTE: ALL NAILE=RS AND LEDGERS SHALL BE PRESSURE TREATED (P.T.) SOUTHERN YELLOW PINE No. 2 L rt N M iu N O t0 3 �0 m W o A II JRT5[4 Ell. +I1' - " -T- - PREFAB. JACK TRUSSES + 24" O.0 . o CONNECTION 21 NET UPLIFT = T14 lbs m GRAVITY = 351 Ibs IL Ul CONNECTOR TYPE TYPE JQ Connections 9, 11, 18, 20, 22 4 24 By Truss Manufacturer. TYPE Design by Engineer. See detail "A" in sheet 5 -5 TYPE Q Design by Engineer. See detail "A" in sheet 6-5 TYPE Q Design by Engineer. See detail "A" in sheet 5 -5 TYPE 0 Connection 21 4 29 Design by Engineer. See detail "8" in sheet 9-5 GRAVITY IN 1818 ibis CONNECTOR TYPE GO - CONNECTION 12 NET UPLiFTT = 1&131 lbs GRAVITY = 1629 Ibs CONNECTOR TYPE A CONNECTION 10 NET UPLIFT - 1 O Ibs GRAVITY = 1319 Ibs CONNECTOR TYPE O 3 S -4 CIi y OF 50U f,LJI DMG D� PT. ,,TRIIC,TURt,L ,I -'sCiP•! BOTAS- Engineering, Inc. 71176 N1, 12th it—t, tuft. d 124 Ni•al, RI •rti• 3ntzn 7r.1.(30M1) ♦1A -.111, Faz.��)- %}lt -1l �'L c.n. f:"ia {sn ,IN�}. n c� ^tom ✓C� r� f IN PATRICIA R GOTA PE R PE tea 41829 �4I+� i. 1- JUL 2'3 IN, yr" III A LO T— J h•r� j w1 W LL. U,�/ 0 u Z U F--4 ~' C) ¢1 aL r� CV o4 N rT7 G hr--i O Q Q Q 0 r0�� 01 LL O N Z 0NW A W 09 w W � U A Z U � � w � � C/) U n�n Vgj, P4 INNNNNNN� h 0 � 0 Date: Drawn: Checked: N.C. /J.M.R. Proj. No.: Cad File: JOSE M. REQUEJO FL. RA. 15570 NON,i CONNECTION 2 NET UPLIFT = 019 lbs I _ W I I GRAVITY = 1818 Ibs _ _ GIRDER TRUSS I I CONNECTOR TYPE © _ CONNECTION I I NET UPLIFT = !P2 lbs GRAVITY = 261 lbs CONNECTOR TYPE CONNECTION NET UPLIFT = 685 lbs GRAVITY = 419 ibis CONNECTOR TYPE 0 °- -- -- NOTE: ALL NAILE=RS AND LEDGERS SHALL BE PRESSURE TREATED (P.T.) SOUTHERN YELLOW PINE No. 2 L rt N M iu N O t0 3 �0 m W o A II JRT5[4 Ell. +I1' - " -T- - PREFAB. JACK TRUSSES + 24" O.0 . o CONNECTION 21 NET UPLIFT = T14 lbs m GRAVITY = 351 Ibs IL Ul CONNECTOR TYPE TYPE JQ Connections 9, 11, 18, 20, 22 4 24 By Truss Manufacturer. TYPE Design by Engineer. See detail "A" in sheet 5 -5 TYPE Q Design by Engineer. See detail "A" in sheet 6-5 TYPE Q Design by Engineer. See detail "A" in sheet 5 -5 TYPE 0 Connection 21 4 29 Design by Engineer. See detail "8" in sheet 9-5 GRAVITY IN 1818 ibis CONNECTOR TYPE GO - CONNECTION 12 NET UPLiFTT = 1&131 lbs GRAVITY = 1629 Ibs CONNECTOR TYPE A CONNECTION 10 NET UPLIFT - 1 O Ibs GRAVITY = 1319 Ibs CONNECTOR TYPE O 3 S -4 CIi y OF 50U f,LJI DMG D� PT. ,,TRIIC,TURt,L ,I -'sCiP•! BOTAS- Engineering, Inc. 71176 N1, 12th it—t, tuft. d 124 Ni•al, RI •rti• 3ntzn 7r.1.(30M1) ♦1A -.111, Faz.��)- %}lt -1l �'L c.n. f:"ia {sn ,IN�}. n c� ^tom ✓C� r� f IN PATRICIA R GOTA PE R PE tea 41829 �4I+� i. 1- JUL 2'3 IN, yr" III A LO T— J h•r� j w1 W LL. U,�/ 0 u Z U F--4 ~' C) ¢1 aL r� CV o4 N rT7 G hr--i O Q Q Q 0 r0�� 01 LL O N Z 0NW A W 09 w W � U A Z U � � w � � C/) U n�n Vgj, P4 INNNNNNN� h 0 � 0 Date: Drawn: Checked: N.C. /J.M.R. Proj. No.: Cad File: JOSE M. REQUEJO FL. RA. 15570 NON,i